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400 NE 101 St (13)3i63 fir 4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date CA`LA 10 Type Insp'n WWV\O i " Permit No. g ZOOS - T62, Name i i( r ?Clv`tiqk Address lib N. lot J 1 Compan `NINT S U S �U1S��UCTIOK . Phone # �� l 2503 Inspection Date 0 Z O Io5 Approved Correction Re- Insp'n Fee 0:644) ,441 1 is ()) ' MIAMI SHORES VILLAGE 6 BUILDING DEPARTMENT 305- 795 -2204 v Building Inspection Request Date Type Insp • Permit No. Name CAL\. 96.olso t Address 4 N T. to Company ' �'CiDI� ` )�►'�t �4, (us-T. Phone # .BUJ ( t Ja C 1 - 11 0 Inspection Date C6105105 05105 Correction Re- Insp'n Fee ❑ C:1( 13 ) , O ScYau s 32 Type of Work: Describe Work: Permit Type (circle BUILDING PERMIT APPLICATION FBC 2001 Notary $ Scanning $ Code Enforcement $ J State Certificate or Registration No. Architect /Engineer's Name (if applicable) $ Value of Work For this Permi E 00 Training /Education Fee $ Radon $ Miami Shores Village Building Depa rtment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple ► . ..er) Ole(' Pci LA (gain Owner's Address 40O 1) C ( S- City In Mr(1) Sfitirt75 State Electrical Plumbing Mechanical Roofing Zip33 q Tenant/Lessee Name Phone # SOS 7S`j 0370 Job Address (where the work is being done) S1644 ' City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name IO ErY1, Y \ d.II\4 m Phone # 7. 7 6(0-g-5 Contractor's Address S l s 1 Otj (C1 C tv_co Q CCArK I City_ State Zip Qualifier Structural Plan Review. $ Total Fee Now Due $ Z j ,'r F (Continued on opposite side) j ai Permit No. Master Permit No. ig `'62„ Certificate of Competency No. Phone # Phone # AO; "i ) 0 Square Footage Of Work: ddition Alteration ❑New ❑ Repair /Replace ❑ Dem k r t10. bbI.AS + cQ i R r1 ,."1 N Z rs ( ir*izf' ********** * * * * * * * * * * * * * * * * * * , ee s * * * * * * * */ » tCF * * * * * * * * * * * * * * * * * * ** • Submittal Fee $ 5 0 - • Permit Fee $ 1pa Z5 $ CO /C Technology Fee $ lition Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City 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. 1 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance wish 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 Jor 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 he approved and a reinspection fee will be charged. Signature Signature X Owner or Agent Contractor The lirregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 , by day of _ _, 20 , by - who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: - . - Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************** **** **** **** ****** ****** * ****** APPLICATION APPROVED BY: Chc 05 /13/03 State _ Zip * * * * * * * * * * ** *fir* *+ } ** * **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning BUILDING CRITIQUE SHEET 1 D..e Def.: is- 4, s, Miami Shores Village Building Department f , — s' S' Cared +V-- nni- e.E.V. 0 s 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No f- Job Name CGL y Pa GI 156N Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/12/2005 Applicant: CARL PAULSON Owner: PAULSON CARL JOB ADDRESS: 400 NE 101 ST Parcel # 1132060170480 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -582 Contractor ROBERT SMITH CONSTRUCTION Contractor's Address: 20750 s. w. 376 STREET Local Phone: 786- 237 -2428 Legal Description: AMD PL OF MIAMI SHORES SEC 4 Fees: Description Amount FEE2005 -5951 Building Fee $440.00 FEE2005 -5952 CCF $9.00 FEE2005 -5959 Notary Fee $5.00 FEE2005 -5961 Training and Education Fee $3.00 FEE2005 -5962 Technology Fee $11.00 FEE2005 -5963 CO /CC $50.00 FEE2005 -5964 Scanning Fee $21.00 Total Fees: $539.00 Total Fees: $539.00 Total Receipts: $0.00 3r7'• Permit Status: APPROVED Permit Expiration: 10/19/2005 Construction Value: $15,000.00 Work: REPLACE WINDOWS 17 NONE IMPACT Page 1 of 1 PB 15 -14 LOTS 11 & 12 BLK 90 I:Ay 2 `.' PAID • In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: ► )ualifier Type of Work: Describe Work: BUILDING • PERMIT APPLICATION FEW 2001 I F _ Owner's Address LJ . �. 1d ( 5. ( ' i t v l f 1 0 - ,S 0a2C'S Slate .CF.. . '1 enanl /Lessee Nan►e Contractor's Company Name ('onUaclor's Address ('II }' .•t) :_�_ -✓ Archilect /I3ogineer's Nance (if applicable) 3 Value of Work For this Permit ` 150 (>0 Submittal Fee $ Notary $ Scanning $ 1 -- ('ode Enforcement $ total Fee Now Due $ ❑Addition (Continued on opposite side) Radon $ Permit Fee $ V K. N 1 A. V V V 1.1..1.41.{.:, Building Department 10050 N.E.2r►d Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): I3uilding Electrical cal - - � Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 014(2 L � , PaV ❑Alterration_ ❑New lR G- Ar Training /Education Fee $ Structural Plan Review. $ Master Permit: No. Phone # , (75 -? Sy Q 37 D Zip 33 (yam Phone 11 Job Address (where the work is being done) SlO'rn.i ('ity Ivtia.mi Shores Villge County Miami-Dade Zip Is Building Historically Designated YES NO QBuzie$m!'VVa 6,^5'{'t'• Phone II (a - '-3(, - -- L J Slate Zip Slate ('e►tilicate or Registiation No. Certificate of Con►petency No._ Phone it Square Footage Of Work: * * * * *** * * * * * * * * * ** * * * * * * ** ** F ees * * * * * * * * * *** * * ** * * * ** * * * * * * *** CCF$ Permit No. 6PQ5 -S 82 NtK Repair /Replace ❑ Demolition 0 r m o u d--. Technology Fee $ // Zonin Bonds CO /CC to Bonding Company's Name (if applicable) Bonding Company's Address _ ( :11) Mortgage 1.CIILIcr's Name (if applicable) - - R1o1 (gage Lender's Address - _ City 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 Ihat all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that 0 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 tlse foregoing information is accurate and that all work will be done 111 compliance with all applicable Taws regulating construction and zoning. "WARNING '1'O OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESIII,'t' IN YOUR PAYING '[WILE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF COMMENCEMENT'." Notice 10 Applicant: . -Is a conchlion to the issuance 0 building permit with an esti//lated value exceeding $2500, the applicant !!loaf promise in good fait/1 that a copy of the notice of commencement and construction lien lair brochure will be delivered lo the p,roaon wll,,sc property is subject to attachment. Also, a cerl'i/ieel copy of t/!e recorded notice of COII!//lellCelllarlt ln!!J1 be posted at the lob .cllr loo the first ue !reckon which occurs se\P::n (7) clal's uftur ilia building peanut is issued. In the absence o/*such posted liaace, nlapeciion will a apps 1 and a reinspection fee will be charged. Signature NO'T'ARY P 113110: Sign. Pi int: Nly Commission Expires: AAA * *AA * * * *A ** ** * * * ** APPLICATION APPROVE[) BY: chk. 05/1310 i Owner or Agent The lore wing in trllIIlellt was acknowlec(ged elute inc diiiss . day of f1 fi , 2(1 05 by �.Vlr UISc/_ 1, who is personal! , known 10 Inc or who 1111S produced - Slate — Zip _ As identification and \vho did lake an oath. ,'e `. r 084 a t = – T , -47 Sign: -. . i ce , c,d , ni Print: _ , t , rl - c__\ k � r .n ivB0ildifIgt • z I eitiMrAlftilisioll L;xpires: MY COMMISSION # DD155295 WIRES • * ' f * *** ** of , 6,At**icA4*****Ah *A*A 1c***A**4 A.i Al %44:.l. :. BONDID T11RU TROY FAIN INSURANCE, INC State -- Zip Signature.( 4 Tas NOTARY PUBLIC: __ R29Zt - Contractor The li►regoing instrument was acknowledged before me this Icy 01'Z2 / , 2o(.3 , b _ ._ \vllo is personally known to ►ue or who has produced as identification and who did lake an oath. Plans Examiner Engiucei Zoning NOTICE OF COMMENCEMENT A =ORM COPY NISI BE POSTED WI THE JOB SIN AT TIME OF FIRST INSPECTION PERMIT NO. g POS .5 TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNS) 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. Legal description of property and street/address : PL 4 n sbors4.... 14 Lot's 4v ero Lsziooai s 1 400 1) e o ryi rn ch 4.. -V 2. Description of improvement eitIcs t-L WV )cc 3. Owner(s) name and address: C 6:1 Q -4 - a In 0 % r / adIJ rit n OU) (1.57-1, 100 Interest in ProPertY: Name and address of fee simple titleholder: eict€6Q., C.ArZ C 4 (» 001-4 P 4. Conorsnneandaddmss : bflAir rYN 114 (NS r) (■.) CR. 00 Z.,1 0 30'7so StA) 3'7G, 1-1-ornts YL 3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and addis CMS 1 f l(51 4 5 1 A5C L-4 110 CoZ3D CY- ry\pc .. 3%(.3 L I '"(ze• G. 7. Persons within the state of Rorida designated by OWner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: 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: date li Ate - of Owner n in I Print Owner's Name ea raukiP n Swom to and me this day of PI Notice of Commenciement (the expiration date is 1 year from the date of recording unless a 1 111111 1111 111111 111 111111 111 111111 111 111111 1 . CFN 2005R0!523866 OR Bk 23400 P9 1061; (1p9 RECORDED 05/23/2005 12:56:10 HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Prepared byC42k, Pau si7 20 dr Add : L foo iqz 101 + P 10\00 '3313%1 %C.S\ Ify • f,r t " C • I • AC 4 Tt0 CERTIFY that this is 0 1 kod'i s ofixe on , *,‘ «*. , A 7ITNESS my hand an Sual. 1ARVEY RUVIN, CLE • rant and CouwyCGurzs • • By - D.C. ,,DA, COUMTY 1, M1A M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations gove g the us of consdfuction materials. The documentation submitted has been reviewed by Miami -Dade County uct 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. Thc 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 product or material fails to meet the requirements of the applicable building code. This product is approved as described hcrcin, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW - 701" Aluminum Fixed Window Impact APPROVAL DOCUMENT: Drawing No. 4214, titled ``Aluminum Fixcd Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 02 -16-98 and last revised on 09 -09 -02, signed and scaled by Robert L.Clark, P.E., bearing thc Miami -Dadc County Product Control Revision Stamp with the Noticc of Acceptance number and expiration datc by thc Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ", unless otherwise notcd hcrcin. 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 thc performance of this product. TERMINATION of this NOA will occur after thc expiration date or if there has been a revision or change in thc materials, use, and/or manufacture of the product or process. Misusc of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tcrminatc.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 -Dadc County. Florida, and followed by thc expiration datc may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its cntircty. INSPECTION: A copy of this entire NOA shall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at the job site at thc request of the Building Official. This NOA revises and renews NOA # 99- 0218.01 and, consists of this page I as well as approval document mentioned above. Thc submitted documentation was reviewed by Ishaq 1. Chanda, P.E. 0 EZEI TY. FLORIDA Ts B ADE GLER BUILDING EAG. ER F BEET, SUITE 1603 �'.�; IAMI • RIDA 33130 - 1563 0 '375 -2 FAX (305) 375 -2908 NOA No 02 -0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16` LAMINATED (3/161-13,.090",3/16"H3) WINDOVI 'WIDTH WINDOW HEIGHT 78.000 78.000 80.000 84.000 90.000 96.000 NEO P08 NEG POS NEG POS NEG POS NEG POS NEO PCB 41.000 - 90.0 90.0 -90.0 90.0 80.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 903 42.000 -90.0 90.0 - 90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -89.3 893 43.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 89.7 89.7 86.5 865 44.000 - 90.0 90.0 - 90.0 90.0 - 90.0 90.0 - 90.0 90.0 -87.3 87.3 -84.0 843 45.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -88.1 85.1 85.2 85.2 -81.8 813 46.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 88.7 86.7 83.3 83.3 -79.8 799 47.000 -90.0 90.0 - 90.0 90.0 -87.8 87.8 - 85.2 85.2 81.6 81.6 -77.3 773 48.000 -90.0 90.0 -87.9 87.9 -88.3 86.3 -83.6 85.6 -79.9 79.9 -74.8 743 96" MAX. WINDOW HEIGHT 93' MAX. DAYLIGHT OPENING 6 1/4" MAX. 48" MAX. WINDOW WON 45' MAX OAYL/GHT OPENING ___ 13 1/4' MAX. O.C. W/ TAPCONS 11 1/4" MAX. O.C. W/ 114 SCREWS 1 6 3/4" MAX. 17" MAX. O.C. W/ TAPCONS 13" MAX. 0.C. W/ 114 SCREWS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16' (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 NIERLAYER OF SAFLEX P18 BY SOLUTIA OR DUPONT WITH BUTACITE MO 3/16" HEAT STRENGTHENED CLASS 2.) CONFTGURATIONS: b" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX 6 1/4" FROM EACH CORNER (HEAD * SILL) MAX. 6 3/4" FROM FACH CORNER (JAMBS) MAX. 0.C. AT HEAD & SILL • 17" W/ 1/4" TAPCONS Q MAX. O.C. AT HEAD & SILL • 1..1" W/ 114 SCREWS MAX. O.C. AT JAMBS • 13 1/4" W/ 1/4" TAPCONS MAX. 0.C. AT JAMBS • 11 1/4" W/ 114 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT. FTL -1971 7.) INSTALLATION OF Ix OR 2x BUCK TO THE SUBSTRATE TO BE ENGNVEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 11 • 01 8 -78 & ADD VTR. • 1a'1 7 (- D. pow or 0.9. Mat 29/99 16/98 ALUMINUM FIXED IMPACT WINDOW I Soaks OrOafkkmtsb NTS 1 1 .► 4 I °"''"° 4214 laa4F Robert P.E. L357/2 Structural 1070 TECHNOLOGY DIMYL NOKOrs a 34275 P.O. BOX 1320 NOKOM; FL 34274 ELEVATION IYtloUIT R29 0Lo 6441 fl. flwW aaft Cute oZ -on o3 tI ar r;un7- ts 134111i1� 1. LL. 4. MYr 0.40 /wia Cabal tq.Yr ti ITEM 2 3 4 5 6 7 8 9 10 D£S^RPT10N V.T. f Frame Head & Sill Frame Jambs .688 x .500 Channel Glaz. Beod Seam Sealer Closed Cell Foam Tope �8 K 1.000 Ph. Pn. SMS 61224! 612242 6533402 6SM55W QTY. /LOCATION VENDOR Stik —!l 1 eo. Alumax 2 Alumax 4 Alumax Schnee — Morehead 61308 4 (between bead & gloss) 781PQA 8 (Frame Assy. screws) Merchants Fastens Dow Coming 899 VENDOR NO. AF -12241 AF -12242 AF- 533402 SM5504 1308 7/1d (.454) W/SOLUId PV9 INTERLAYER 1 H.P.G. Silicon Back bedding O FRAME HEAD do SILL 6063 —T5 ALUM. 62899C 7 le (.454) WIDUPONI PV9 IN ERIAYEA 1 H.P.G. i6 K .875 Ph. FI. Self —top 7PWSW Beod screws. 2 1/2" from end. 20" centers Fastec • / RoM� 7l2 Pb 2.784 -- 4 f- --.312 .874 1-■— O FRAME JAMB 6063 —T5 ALUM. D. 1 29/99 tram 0. 9. .688 --,1 --.062 T .688 I- -4 .500 O GLAZING BEAD 6063 —T5 ALUM. EXTRUSION PROFILES & B.O.M. rnoeucr reoisco =Os .w ow /WO w.e.rt•OM -0 7r6 °3 • ( e_ 4 tie1 Mimi UN. h.M & Cdr moor ►aro >caroor omc MOW n 34273 P.Q sar152 NOKM% n 34274 ALUMINUM FIXED IMPACT WINDOW Ongoing Ns P - yin limb: NTS 1 e 2 4 4214 I F MAK. HEIGHT 2.784 MAX. DAYLIGHT OPENING - WINDOW HEIGHT - 3" VERTICAL SECTION HORIZONTAL SECTION Q 3/16" HEAT STRENGTHENED --a� f 1-oe— Robael PE %30712 Structural — ► P.O. BOX 1380 NOK01115. iL 14274 MAX. WIDTH 3/16' HEAT STR]UG7HENED 1 i.1 .090 1NTERLAYER (S4FLEX BY SOLUTM OR DLPONT W /BUTACITE) 7/16" GLASS BITE GLAZING DETAIL; 7/16" LAMINATED GLASS SECTIONS & GLAZING DETAIL 2.784 ' 7 ALUMINUM FIXED IMPACT WINDOW Serimelloilt palm ON* oro.aa 1r PW-701 1 NTS 1 4 I 4214 rummy RLVI ) to i.i1wia AwOw. 2.071L•GS [$pnu. paw �Zli.3� 77' 1/4" TAPCON (SEE NOTE 1) 1 1/4" MIN. TYP. HEAD. SILL JAMS 4 . • . 4 v 4 4. 4 1/4" MAX. BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. INSTALLATION OF 1 x WOOD NOTES; 1. USE MIAMI —DARE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1971 #14 PANHEAD 1:!' 11-1 .1. 7 ; Robot L Clork Pd PE Structural #39712 1/4" MAX. • TYP. HEAD. SILL JAMB 1070 7[D«oroor ORW WIMPS. FL 34275 P.O. BOX vsa MOM ,z. J4274 1 1/2" MIN. v . 4° e • 4 ANCHORAGE INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. P DUCT r eear�Ulq "uf r1• Vhd wO2 -071 •O } - . wee troaM Ciei . MYe. ALUMINUM FIXED IMPACT WINDOW � Pwi01 l NTS I 4� M4 I 4214 l F BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Posh Window Company 62845 Boyd Acres Road Bend, OR 97701 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 product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPT ION: Aluminum Clad Wood Gliding Patio Door APPROVAL DOCUMENT: Drawing No. S -2335, dated 02/07/03 with revision "2 ", dated 11 /14/03, titled "Pozzi Impact Resistant Aluminum Clad Wood Gliding Patio Door", sheets 1 through 7 of 7, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control 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 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 Theodore Berman, P.E. D�t�l E COUNTY, FLORIDA ADE FLAGIBR BUILDING LER STREET, SUITE 1603 FLORIDA 33130 -1563 5-2901 FAX (305) 375 -2908 NOA No 03-0219.03 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 Pozzi Window Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2335, dated 02/07/03 with revision 2 dated 11/14/03, titled " Pozzi Impact Resistant Aluminum Clad Wood Gliding Patio Door", sheets 1 through 7 of 7, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Clad .Wood Sliding Glass Door, prepared by Architectural Testing, Inc, Test Report No. ATI 03- 31490.01 dated 12/11/02, signed and sealed by Steven M. Urich, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Clad Wood Sliding Glass Door, prepared by Architectural Testing, Inc, Test Report No. ATI 03- 31490.03 dated 12/11/02, signed and sealed by Steven M. Urich, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by R.W. Building Consultants, Inc., dated 01/23/03, signed and sealed by Lyndon F. Schmidt, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03= 0219.03 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Pozzi Window Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 1223.04 issued to Surface Specialties, for "Uvekol, a Laminate Glass Component" dated 02./05/04, expiring on 02/08/09. F. STATEMENTS 1. Statement letter of conformance and of no financial interest for report No ATI 03- 31490.03, dated January 30, 2003, signed and sealed by Lyndon F. Schmidt, P.E. 2. Statement letter of conformance and of no :financial interest for report No ATI 03- 31490.01, dated January 30, 2003, signed and sealed by Lyndon F. Schmidt, P.E. 3. Jeld -Wen statement letter of no financial interest in the laboratory that performed the testing of their products, dated December 12, 2002, singed by Steve Strawn, Codes and Certification manager. 4. Manufacturer letter stating that R.W. Building Consultants, Inc., has been contracted to represent Pozzi Window Company in matters pertaining to Dade County, Florida product approval. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -2 Theodore Berman, P Deputy Director, Product Control Division NOA No 03. 0219.03 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 TABLE OF CONTENTS SHEET 0 DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 GLAZING DETAILS 3 VERTICAL CROSS SECTION & FRAME CONSTRUCTION 4 HORIZONTAL CROSS SECTION 5 DOOR PANEL CONSTRUCTION 6 BILE OF MATERIALS & UNIT COMPONENTS 7 BILL OF MATERIALS & UNIT COMPONENTS POZZI WINDOW COMPANY ( ALUMINUM CLAD WOOD GLIDING PATIO DOOR IMPACT APPROVED GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE 'HVHZ" OF THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, THIS SYSTEM DDES..1921 REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. 5. DESIGN PRESSURE RATING SHOWN THIS PAGE FOR DETAILED DESIGN PRESSURES WITH APPROPRIATE GLASS SPECIFICATIONS SEE TABLE 1 SHEET 2. 6. THIS PRODUCT MEETS WATER REQUIREMENTS FOR THE "HIGH VELOCITY HURRICANE ZONES'. r` 4 86625' x 98.5' DESIGN PRESSURE POSITIVE +50.0 NEGATIVE - 50.0 x O 74.625' x 98.5' DESIGN PRESSURE POSITIVE +60.0 NEGATIVE -800 X O 62.825' x 98.5• DESIGN PRESSURE POSITIVE +60.0 NEGATIVE - 60.0 0 98.825' x 82.5' DESIGN PRESSURE POSITIVE +50.0 NEGATIVE -50.0 �--•- 98.625 MAX. 0. A. FRAME WIDTH CLAD CLIDINC PATIO DOOR X 4 74.625' x 82.5' DESIGN PRESSURE POSmVE + 60.0 NEGATIVE • 60.0 SEE ANCHORING NOTES ^ 4 62.825' x 82.5' DESIGN PRESSURE POSITIVE +60.0 NEGATIVE • 60.0 1 a qg a iS w Z z 0 00E: 2/7/03 sum N.T.S. on. m: TA/ u er. RW DINNING N0.: S -2335 sow _L or 7 TABLE 1 - GLAZING SPECIFICATIONS OPENING GLAZING DESCRIPTION O.L.O. MAX. SQ. FEET GLASS DP POS. DP NEG. UP TO 8'0" X 8'0" 5/8" LAMINATED GLASS 1/4' ANNEALED-.100 UVEKOL -1/4" ANNEALED 41.1875" X 83.926" 24.00 SQ. FEET + 50.0 PSF - 50.0 PSF UP TO 6'0" X 8'0" 1/2" LAMINATED GLASS 3/18" ANNEALED -.100 UVEKOL-3/16" ANNEALED 29.175" X 83.926" 17.00 SO. FEET + 60.0 PSF - 60.0 PSF UP TO 5'0" X 8'0` 1/2" LAMINATED GLASS 3/16" ANNEALED-.100 INEKOI -3/16" ANNEALED 23.175" X 83.926" 13.50 SQ. FEET + 60.0 PSF - 60.0 PSF UP TO 8'0" X 6'8" 5/8" LAMINATED GLASS 1/4" ANNEALED-.100 UVEKOL -1/4" ANNEALED 41.1875" X 67.926" 19.42 SQ. FEET + 50.0 PSF - 50.0 PSF UP TO 6'0" X 6'8° 1/2" LAMINATED GLASS 3/16` ANNEALED -.100 UVEKOL-3/16" ANNEALED 29.175" X 67.926" 13.76 SO. FEET + 60.0 PSF - 60.0 PSF UP TO 5'0" X 6'8" 1/2" LAMINATED GLASS 3/16" ANNEALED -.100 UVEKOL -3/16" ANNEALED 23.175" X 67.926" 10.93 SQ. FEET + 60.0 PSF - 60.0 PSF 3/16" ANNEALED GLASS .100" UVEKOL 3/16" ANNEALED GLASS IMPACT RESISTANT GLAZING DETAIL 3/16" ANNEALED - UVEKOL - 3/16" ANNEALED 1/4" ANNEALED GLASS .100" UVEKOL - 1/4" ANNEALED GLASS IMPACT RESISTANT GLAZING DETAIL_ 1/4" ANNEALED - UVEKOL - 1/4" ANNEALED x 5 z 8 N • 0 z z ORE 2/7/03 aDUF. N.T.S. COI Ot TJH ou. en RW DRAwa ND_ S -2335 sw or 7 0 ()VERTICAL SECTION ()VERTICAL DRIPCAP SEE NOTE 2 SHT 3 NOTE: HEAD BUMPER IS ATTACHED INTO SILL TRAP( AND UP AGAINST THE SDE JAMB. (68) ANCHORING NOTES. 1. HEAD JAMB MOUNTING SCREWS ARE LOCATED; 4.0" FROM EACH END, 3.0" AND 6.0" EACH SIDE OF MEETING STILES AND ONE ADDITIONAL ABOVE THE CENTER OF EACH DOOR PANEL. 1 2. SILL MOUNTING SCREWS ARE LOCATED 4.0" FROM EACH END, 3.0" AND 6.0 EACH SIDE OF MEETING STILES AND ONE ADDITIONAL BELOW THE CENTER OF EACH DOOR PANEL. L� 11 511.1 GLIDING DOOR FRAME HEAD JAMB FRAMF CONSTRUCTION. THE WOOD FRAME IS 4.5625" x 1.0938° PONDEROSA PINE. THE FRAME METAL IS 1.800" x 1.660" x .060" WALL EXTRUDED ALUMINUM. THE FRAME METAL IS SNAPPED ONTO THE WOOD JAMB WITH A LAP JOINT AT THE HEAD CORNERS AND SEALED WITH SIUCONE (1199 DOW CORNING). EACH HEAD CORNER IS FASTENED WITH (3) ij8 x 2" FLT. HD. PHL SCREWS. AN ADDMONAL /8 x 2" FLT. HD. PHL SCREW IS APPLIED INTO THE SCREW BOSS OF THE ALUMINUM EXTRUSION AND A CORNER KEY .125" x 11/32" INTO THE SLOT OF THE ALUMINUM EXTRUSION TO COMPLETE THE CORNER. THE SILL 1S ATTACHED WITH (3) #8 x 2 FLT. HD. PHL. SCREWS UP THROUGH THE SILL INTO THE SIDE JAMB. AN ADDITIONAL 8 x 2" FLT. HD. PHL SCREW IS APPUED UP THROUGH THE SIDE JAMB INTO THE SILL BASE AND A GASKET I5 APPUED BETWEEN THEM TO COMPLETE THE INSTALLATION. oft Is SIDE JAMB DATE N 2/7/03 sou. N.T.S. DrD. n TJH ax. x: RW N0; 5 -2335 sxar OF _Z_ . • .25 TYP. SEE NOTE 1 SHT 4 ANCHORING NOTES* 1. SIDE JAMB MOUNTING SCREWS ARE LOCATED: 4.0' FROM EACH END WITH 5 MORE EQUALLY SPACED INBETWEEN. 2. THE NAILING FLANGES ARE AN OPTION AND ARE NOT CONSIDERED A STRUCTURAL COMPONENT. 0 1 HORIZONTAL CROSS SECTION ti C vi FRAME SRE O.S.M. ROUGH OPENING O.S.M. ANCHORING VIEW ONLY ONE SIDE OF THE JAMB 15 SHOWN, OTHER SIDE IS SAME 1.33 MIN. DAB. .25 TYP. e • C SEE NOTE 1 SHT 4 SEE NOTE 2 SHT 4 a R4 2 1 start or 7 an: 2/7/03 sau. N.T.S. DWG. !Y TJH as er: RW MAIM NO: S -2335 DETAIL "C" PANEL DOWELING SET -UP STILE HARDWARE DETAIL NOTE: PANELS ARE CONSTRUCTED OF MEETING STILES (4.625 x 1.71875), LOCK STILES (4.625 x 1.71875). TOP RAIL (4.625 x 1.718751 AND STANDARD BOTTOM RAIL (8.625 x 1.71875), OPTIONAL BOTTOM RAIL (10.25 x 1.71875). DOWELS ARE COATED WITH A WATER ACTIVATED ADHESIVE AND WATER I5 APPUED TO THE DOWELS PRIOR TO INSERTION INTO THE DOWEL HOLES. (SEE DETAIL "C ") 7' CLIP USED ON STATIONARY PANEL ONLY STATIONARY MEETING STILE DETAIL 'B" INTERLOCK SYSTEM & SILL DETAILS SEE SHEET 2 FOR DESIGN LOADS AND GLASS THICKNESS OPERATING MEETING STILE SILL BUMPER WRAPS OVER STEEL CAP ON SILL AND UP AGAINST SIDE JAMB. m�T[ 2/7/03 N.T.S man TM am. en RW 0 MATERIAL UST ITEM PART # DESCRIPTION MATERIAL 1 wo-sw WAD JAW 0U00IO - .060 WALL 01000140 INC..) 6063-75 A1DM. 2 OP0-105 ROOD KEW ARAB - OTC) WESTERN NNE 3 OP0 -107 9000 SOF 4WD - (!MC) I23I001 0491E 4 N/A 1 -5/0 11001040 NAIL (11 OA.) STEEL 5 6C-7$ MAK CODER KEY - 2 EA OIRCIIELL MEOWS) WESTERN Pai[ 6 N/A NOT 10133 - 7 14/1 PESSORE TREATED 22 5500 P.T. 6000 6 N/A NOT 1150 - 9 9 3211 Wo00 MASS STOP (NOR) - 02140 WESTERN PO4 10 OPD -434 WOOD TOP Ws. - (66C) "OWN PINE 11 N/A I /4• FRAME MU - 6000 12 OP0 -104 W000 10 1 / BOTTOM M1 - ONO WESTERN POE i3 CPO-2U 10 1/4. 6011044 RAIL CUOMO - (4004E314I9D) &UINUM 14 CP0 -103 W000 WPM ROL - (811C) WE5TETN PORE 15 000-I06 WOOD WILE - (WC) WESTERN NNE 16 000-207 ROE RAMS CLAOCb40 - .06o WAIL WOW= ICJ 6063-T5 AMY. 17 48 OP0 -202 000-203 TOP KW 0600M0 - 91011ESImb) 500401 KW 0.540 - 64010>4602) ALUMNA AIllAMiW W OP0 -206 STILE D600NG - QOIRIWEID) AIAIMNM 20 G00-116 INTEROR SOX NLLOI - () WESTERN NOTE 21 OPO -114 INTERCO HEAD STOP - (6110) WESTERN PIE 22 000- 212 E510602 HEAD FIUME - .060 WAU 014000010 RC.) 6063 -75 ALUM. 23 GPO -217 SOLE EDGE 0600610 - (IO 65LD) AILWAM 24 040 -116 01TEAON sox STOP - (560) WESTERN NNE 23 OPD -3WD WU11000 531 515E - (ADVANCED FRIER PROMOS) PC 28 640 -201 STAT100RW PANE1. iWSER - (APP) PLC 27 01)-111 ERA WERT - (000401.1) OAN 25 6P1)-116 FIXED MO. FRIER - MC) 60510 N P IZ 29 0.0 -211111 NEAP TMLK - .060 MALL (61000/00 4I ) 6063 -15 AURA 30 NLS -9000 ACME NATI -FONT N ROPPRE - (Homo amens STQL 31 6/A NOT USED - 32 N/A ACME I010LE SET ! 05W40ow WITS - 04OPP0 COATED STEER. 33 N/A 511E1 HATE - D01ME) COMIC STEEL 34 N/A • 0001011617 PANEL CRP STEEL 35 N/A MAD TRACK GOON: POST - (DRAND STEEL 5 19/32 @ DADE COUNTY SILL BASE 1 - 1.80 — ® FRAME CLADDING I I .13 — H— .631— r O CORNER KEY O GLASS STOP (UCB) 2 S/4 @INTERIOR SIDE FILLER @ STATIONARY PANEL BLOCK 15 W00D STILE • 3/4 i /T7 @ INTERIOR SIDE STOP 15/32 - ��1 Q SILL INSERT 4 9/18 1 3/32 ®W000 JAMB (HEAD) 10 TOP RAIL 4.57 .44T TOP RAIL /STILE CLADDING 41/64 -1 Y1 Q HEAD TRACK 11.25 ® DOOR GUIDE .a4 J ilia 6L' ■ •iPY.Il•YAL'1 • {-- 4 9/18 1 3/32 °WOOD JAMB (SIDE) OPTIONAL BOTTOM RAIL (10.25) 6.59 ©BOTTOM RAIL OPTIONAL BOTTOM RAIL (10.25) 6.57 ® BOTTOM RAIL CLADDING 39/64 r 1 1/2 25/32 -kf- 7/76 J 25/32 ' 2 17/32 --I� 11/16 @ INTERIOR HEAD STOP *EXTERIOR JAMB FILLER EDGE CLADDING r' - 231 - -1 0 0 0 34 STATIONARY PANEL CUP J N 8 0. 0. ti 0 2 Z 0 0i 21 C DATE 2/7/03 STARE. N.T.S. 010. E1: TJH 0W. e3-: RW ORONO 162.1 5 - . w¢T-§.. 2. MATERIAL UST ITEM PART # DESCRIPTION MATERIAL 30 N/A WALT AMMO VARNA 56 CLASS - (UM 040. CORP.) SEE SEET 2 J7 N/A 0-1.01 AO/EASNE 00101511117 WO - (921¢£0 POLY CR 6/4 0-10 WFARIERSTIIE OM) - (SQAEEL) POLY 3W AC -172 ORIPMP - (IN00�70 PC.) 5063-13 AWN. 6/4 FOLDING KWIC FOIL FLAME - (AIESSURY) POLY 41 0/4 DOOR MAIM SWIM - (ARU M) 57 {R 43 OPD -212 EXTERIOR WM RUM - -050 WALL 0 RIO.) 6563-13 ALUM. 43 05 0 -502 RWEISOON - ONIO6) PVC M N/A Etam= 6O WEATHE SORP - (SCVILECEL) POLY 45 OPO -312 STATIONARY PANEL 6410005 BLOW - (51M110!) PVC 45 OPD•316 5IATONARY PAIQ OfRRLOCK TO BL P OOM - (5IANDI) PVC 47 0. 05300 05007X40 PANE. won= 4LDCIC - (56469) PVC 45 00-320 D -320 OPERATING PANEL 16156.056 10P PAD - mum) PC 40 6/4 M T IA A (N055E) COATED ST EEL 50 N/A /1100 SECANT (DOW CORNSN) SEALANT 51 6/4 WEATI5J0TRD NIKE - W/4001 PILE (ANOO40IC INC.) 6063 -73 ALLN. 52 0 01C-301 113A0 SIDP Rumor MP - OKI%) PVC 53 N/A SUTIONVLY 5NIEL 406 5 CAP - (ORAWT) 1010 54 N/A /6 . r PALF.N. W000 m2EW (CROWN FAS7D4R5) 5IDI 0 N/A 1• • 7/32' GROAN T6 OA STAPLE - (STNILEY/0081£1) STEEL 56 6/4 /6 x I' PALEN. SAIL (GROAN FA5TE 0406) SIM. 57 N/A /7 a 1 5)4.54. 10000 920111 (01001 (010 FARMERS) ST COATED EEL 56 N/A /10 a 2 1/2" PJL/JL 4000 SCREW (CROON FASTENERS) STEEL 56 N/A /1C . 2 3/4' PAPAL W000 SCREW (MOWN fAS1DE15) 5TM. 60 N/A 3/46' x 2 - CH 1/2' TAKEN ANCHOR STEEL ' 51 N/A 0 • 1 1/2' PAPAL NO. (CROWN 031174174) 510!1 62 N/A /5 a I //2 P.N.524. 0.000 SCREW (CROWN FASTEL4563) CEO. 63 44/4 16 OA. a 3 /4' PIN NA N. - (STANLEY/B3571014) 010. 64 6/8 7 1/4' • 1/W' CRN 16 a STAPLE - (OTN4LE? /9081524) 51m 65 N/A 1 1/4 a //r M04 13 G STAPLE - (STARLEY/B00IIC4) 81QL 69 N/A /6 ■ 1' PRAM. SAM (CROWN FAti1ElERS) SI((L 67 6/4 l/2' . 4' DOWEL (CN41.400 DOWEL) MOO 6B N/A 4' SILL BI11P05 NYLON 60 N/A 4" NEAR 6UNPER NYLON 70 N/A STATIONARY NEA0 SUPPORT moot WL5IERN PINE 71 N/A /7 X 1' PAPAL SALE. STEEL 72 N/A 15 X 3/4' PPR. SALE 5REL 4.00 T 1 .44 -•I 1- HEAD BUMPER WEATHERSTRIP (SIDE) .30 -{ .23 INTERLOCK WS INTERLOCK 4.00 .37--I r.40 R 36 © SILL BUMPER • 6.24 41 DOOR ROLLER OPTIONAL DRIPCAP 1 . 1 5 I- t- 1.20 1 _1 j .t ,36 T I- 1.22 -i 0 INTERLOCK BLOCK (STA) ® ADHESIVE W/S (HEAD) 1.24 r 2'i -- O .40 INTERLOCK BLOCK (0PR) .46 J -i 1 - .25 © ATTACHMENT STRIP .75 N n .43 ® OPTIONAL NAILF1N __ .46 —11 C .94 r• L 0 N INTERLOCK BLOCK (TOP)(STA) r 59/641 I-- 37/64 --- WOOL PILE e WEATHERSTRIP ANGLE .62 ® HARDWARE .48 v: JWH 1 5410: 2/7/03 STJLE N. S. MO. BY: TJH q6t 9r RW 21444040 NO.: S -2335 SNHLLY 7 OF 7 MIAMFDAI7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Carideo Windows & Doors 201 Evans Road Rantoul, IL 61866 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 pur poses. 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 product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "French View" Aluminum Clad Wood Ontswing Patio Door APPROVAL DOCUMENT: Drawing No. WO1 -41, titled " `French View' Outswing Patio Door", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 8/30/02, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. -DADE COUNTY, FLORIDA 0-DADE FLAGLER BUILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 1003.05 Expiration Date: December 0S, 2007 Approval Date: December 05, 2002 Page 1 Caradeo Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WO1 -41, titled " `French View' Outswing Patio Door", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 8/30/02, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a French view outswing double door, prepared by Twin City Testing Corporation, Test Report No. TCTCW102007, dated 7/24/02, signed and sealed by Derrick Swanson, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL -210- 2341 - 1,2,3, dated 8/7/00, signed and sealed by Barry D. Portnoy, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 8/22/02, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0206.22 issued to Cardinal LG for "Cradinal Sea Storm Type B" dated 4/5/01, expiring on 12/30/02. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1003.05 Expiration Date: December 05, 2007 Approval Date: December 05, 2002 Caradco Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) E. STATEMENTS 1. Statement letter of conformance, dated 8/14/02, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 8/30/02, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. NCTL - 210 -2341- 1,2,3, issued by National Certified Testing Laboratories, dated 8/8/00, signed and sealed by Barry D. Portnoy, P.E. F. OTHER 1. Letter from Pistorino & Alam Consulting Engineers, Inc. E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1003.05 Expiration Date: December 05, 2007 Approval Date: December 05, 2002 DESIGN LOAD CAPACITY - P5E' SINGLE OR DUAL LEAF DOORS DOOR . DOOR R. WIDTH . 5/16' OVERALL GLASS 3/5' OVERALL GLASS X (0005) 11X (00011) .EM. ( +) IM. ( -) DM ( +) IM. (-) 6/8 2/0 ' 4/0 65.0 65.0 650 65.0 2/8 5 / 0 65.0 65.0 60.0 65.0 2/6 5/4 • 64,1 64.1 65.0 65.0 3/0 6/0 60.2 50.2 65.0 65.0 3/2 6/4 43.7 43.7 65.0 65.0 5/11 2/0 4/0 65.0 65.0 630 65.0 2/6 6/0 03.0 85.0 65.0 65.0 2/8 8/4 65.0 65.0 65.0 55.0 3/0 6/0 46.2 45.2 65.0 55.0 3/2 6/4 42.0 42.0 65.0 55.0 8/0 2/0 4/0 85.0 65.0 65.0 55.0 2/6 ' 5/0 65.0 65.0 650 66.0 2/8 5/4 60.8 60.8 65.0 65.0 3/0 6/0 44.2 44.2 65.0 65.0 3/2 6/4 37.2 37.2 81.9 81.9 SILICONE DOW 995 OR 1350 p 27 1/2' MAX. D.1. OM. 36 1/2' MAX. LEAF WIDTH 38 7/6' MAIL DOOR WIDTH 1/8' MN. GLASS .045 PVB .007 PET .043 PYB 1/8' ANN. CLASS SLICONE DOW 998 OR 1330 FALSE 1/W1INS (EURFAOE APPLED) MAY K USED 3/16' X 2' T NAILS AT 2 FROM ENDS AND 8' 0.C. P TYPICA7. E1EVATION$ SAJCONE DOW 995 OR 1330 0LL 1ER 1ANC RS 1` CLUSTER OF ANCHORS SEE SST. 2 j I11:-OVERAll. 6IARS 2/8' OVERALL GARB 'SEA -STORM IMPACT GLASS' BY 'CARDINAL LO' LARGE MISSILE IMPACT RESISTANT 0.1.. GPO. 38 1/2' MAX. LEAF WIDTH 75 1/2' MAX. ODOR WIDTH TESTED UNIT 5/32' ANN. GASS .045 P88 .007 PET .045 PIB 5/32' MN. GASS SILICONE DOW 995 OR 1350 3 /18'X2 "7HMS AT 2' FROM ENDS AND 6' 0.C. AT HINGES 1 HEIGHTS: NOWA. MEM 6/6 6/11 6/0 FRAME HOGS 79 -t/2" 82 -1/2" 95 -1/2' MOTHS: 'FRENCH VIEW' OUTSWING PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS, SEE CHART ABOVE FOR CAPACITY. DOORS OLAZED WITH WAINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. NOMNAL HMI 2/0 00 2/6 X) 2/6 CO 3/0 DO 3/2 (X) 4/0 (88) 5/0 (Dt) 5/8 (X11) 6/0 (XX) 6/4 (XX) FRAME MOTH 24 -3/4' 30 -3/4' 32 -3/ 36 -3/4• 38 -3/4' 47 -1/2' 59 -1/2' 53-1 /2" 71 -1/2' 75 -1/2' TH15 PRODUCT R O65IONED TO COMPLY WITH THE HEM VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING COOS ALSO FOR WIND LOADS AS PER ASCE 7 USNO CORRESPONDING LOADS. WOOD BUCKS 08 OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. , ANCHORING OR LOADING CONDMONS P407 SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Env 544. NLWY0UN F74000 FUN PE 0 15157 V warn War / e x 1 -1/2' NA0.S AT 3' FROM ENDS ! 12' 0.C. 1 0 MICK ANCHORS 01 4 AT MTO. STILE TNRU NE AD BOLT K[UPER PLATE WOOD BUCKS NOT BY CARADCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. * 1.760 - 1 F. �-.7 HEAD SHOOT BOLT KEEPER PLATE SILL SHOOT SOLT KEEPER PLATE !T,Y 110. 2 3 4 5 e 7 e 9 10 11 12 13 14 15 ie 17 15 19 20 21 22 23 24 25 20 29 man MD-07 is - 05/06 110014 110004 MD-03 50 CA-17 MFD017 MFDOISA 100003 0E7 =20 MFD03o 03060 PP1144 03005 12 QTY. 2 AS Rt00. 1/ LEAF 1/ LEAP 1/ LEAP 1/ LEAP AS RE00. 2 AS RUM. 1/ USAF 1/ LEAF AS M00. AS MOD. AS RECD. AS READ. • • DE6CRPTIO PnAue MEAD FRAME SILL PI5011 JAIM MOM STOP SILL 111E640U) OAK TNRESIIOLD DILL KEEPER 1150E r1. TOP ANL 110 TON RAIL LOCK Snit Muss STOP IMPACT) NERD EXTRUSION JAY, 5x11111011 *LUNINUM ASTRAGAL ASTRAGAL KEEPER FOAM FILLED COMPRESSION W'$IRIPPIIG 507701 RAIL WEATHERSTRIP CARRIER PANEL CM wing SEAL DOOR WSTRIPPINO. FLEXIBLE LEAF *37150)1. WSTIOPP50 FRAYS WSTRIPKND. FOAM TIP 4' 115052 SHOOT eoLT KEEPER 5700T BOLT STROM • YATSSIA1 5063 -75 11000 W000 100 INC w00D 5063 -T6 11000 WOOD V1000 11000 W000 5063 -75 6053 -78 6063 -T5 STEEL vR1rL PVC PVC PVC PVC PLC BRASS NYLON BRASS MAX T. /IUPPU52/! AUS CMMDCO CAROM) CAMD00 CMADCO CARADCO CARADCO CAAADCO 0-1.0N AMFSBURV FLEXIBLE LEAD' AME56URY LAWRENCE 5ROTIERS AT SILL AT MEAD TYPICAL ANCHORS; SEE ELEv. FTXR SPAONG 3/10' TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8* MIN. PENETRATION INTO W000 THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY TACKS; ACTIVE LF6E 3 POINT LOCKING MECHANISM BY 'ASHLAND' WITH 1' THROW HARDENED STEEL SHOOT BOLTS AT TOP 6: BOTTOM OF LEAF AND 1' THROW HARDENED DEAD BOLT AT 38' FROM 807700 IN— ACTIVE LEAF 2 POINT LOCKING MECHANISM BY 'ASHLAND' WITH 1 THROW HARDENED STEEL SHOOT BOLTS AT TOP & BOTTOM OF LEAF. , INGES: 4° X 4' HINGE 3 PER LEAF UPTO 6/11 HIGH DOORS, EQUALLY SPACED 4 PER LEAF OVER 6/11 HIGH DOORS, EQUALLY SPACED SEALANT; FRAME AND LEAF CORNERS INSTALLATION SCREWS AT SILL SEALED WITH SCHNEE- MOREHEAD 308400 SEALANT. LOCATION; ONE LEVER HANDLE AT 36' FROM BOTTOM. ACTIVE LOCK STILE ONE LEVER HANDLE AT INACTIVE LOCK ST1tE 36" FROM BOTTOM. Tipp DAB Paco 1A PE f 15507 T 1 Mem sheet of drawing no. W01 -41 tl7 TAPCON KR HIIU ENGAGING LBO. STRUCTURE SEE NOTE 6 NM DETAIL, SWEET 4 (23 MAIZE UNTO 4/11 NIOI DOORS (4) MAGI OVER 6/11 IGGN DOORS NUSE EQUAL NS R ANCHORS ON LOCX SIDE JAM ACTIVE LEAF PANEL WIDTH EXTERIOR IN- ACTIVE LEAF J 110 1 ' !MEM _.I 0 1/4' MAX. SHIM 6 X 1 -1/2' MARS AT 3 FROM ENDS o.0. 10/ L E A F UNTO 6/1 M N 12/ LFi1F 04ER 0/11 NON DOORS 1/4' MAIL 1 ` ✓r d 11 .E F QroWinq no. W01 -41 � 6hu2 30 3 ) FRALAF HFAO /JAMB W000 HEAD DRRUSION 6063 -TS NAWNG FIN MGM PVC A33 1 '�4 0 .075 .750 • • .303 larEasABBILS NOD PVC WOOD GLASS STOP - IMPACT IIOOR *000 1.250 500 I _E mi l. -1.7eo HEAD KEEPER .609 1.115 0 ■- 1.719 SILL KEEPER 6063 -T6 SILL THRESHOLD ROC PVC .070 6 }(INGE 5111 F WOOD .070 6063-7! TOP RAIL WOOD SLIAQMig 6053 -15 EBOM RAILRAIL WOOD .070 ralaSMIBM 6063-15 ) IICI( ST11 F WOOD 2.125 /LLUMINI IM ASTRADAI e063 -TS 1 .1ae ao AST ACALEgEPER ST. STEEL 4 X 4 HINGE BRASS. .097 THICK STAINLESS STEEL OPTIONAL TO PANEL: (4) /10 X 1-6/5' W.S. TO FRAME: (3) /10 X 1' W.S. (1) 3/1E TAPCON ENOAOLNG STRUCTURE USE LOWEST HOLE • BOTTOM LANCE TOPMOST HOU • TOP HINGE FOR DOORS UPTO 6/11 MOH USING 3 HOTGES PER LEAF USE (2) TAPCONS ON EACH HINGE TYPICAL WOOD — PONDEROSA PINE Enpe: OR. HWIAYOUN I11R000 FLA. 01 /10357 FLEXILE LEAF R1G15 SASE FLEXI3LC LW A7! ,ANEWAFIAI W'STRIP PVC 4 -- .s u FRAME 9WSTRIP PVC -FOAM OPEN CELL FOAM .32 1 RIGID BASE mal W'STRIP PVC -' FELON . 1•1•4!747,1.V:7... Fraying n 1 01 -41 (ghat 4of 5 ) / e x , -1/2• SCREW FRAME TOP CORNER /0 x 2 -1 /1' SCREWS PANEL TOP CORNFR USE JET WELD 200 HOT MELT POUR BY '3M' WITH DOWELS PANEL BOTTOM CORNER W01 -41 th«t 3o, 31 M I A M I PRODUCT CONTROL NOTICE OF ACCEPTANCE Caradco Windows & Doors 201 Evans Road Rantoul ,IL 61866 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0814.05 EXPIRES: 08/31/2006 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Series "Car Clad" Aluminum Clad Wood Casement Window - Non - impact & under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate ' a an ypes of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS LS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/20/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ \#5000I1pc2000 \Icemplateslnotke acceptance cover page.dot Internet man address: postmaster ®buildingcodeonline.com • Homepage: http : / /www.boildingcodeonline.com Caradco Windows & Doors ACCEPTANCE No.: 01 -0814.05 2 APPROVED : SEP 2 20 EXPIRES : August 31, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 1021.04, which was issued 01/28/99. It approves a wood casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Car Clad" Aluminum Clad Wood Casement Window - Non - impact and Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 - 76, Sheets 1 through 5 of 5, titled "Car Clad" Wood Casement Window," prepared by Al Farooq Corporation, dated 09/21 /98 and revised on 7/10/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications and side -by -side installations, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The wood casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South FlyndaBuilding Code (SFBC) in order to properly evaluate the installa'on f s ss yystem Manu Perez, P.E. Product Con Produ, .ntrol Division Caradco Windows & Doors ACCEPTANCE No.: 01- 0814.05 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this ast APPROVED EXPIRES : August 31.2006 P Manu Produ ntrol Division END OF THIS ACCEPTANCE 3 SEP 2 2001 P.E. Product Contr anuner DESIGN WAD CAPACITY - PSF MUN11N }� WSNDOW 066.MSK1NS _ NON -DIPACT WINDOWS 010E COUNTY AM. W IST. PACT IER SHUTTERS RICO. WAD? RE8I8TANT WINDOWS SHUTTERS NOT REQUIRED 013- IN80TATED 1/6' ANN. CMASI Di01- IIt7010.155 1/r TEMP. GABS MAMAS 8APITIT 1148 1 /6' ANN. GLUM 01.091 AMERADA P580 1 /e' CREM -TAW GLUM OPTIONAL 6' MAIL 1 0 AL— FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE &8AI1. FLORIDA 33174 111. (305) 284 -8100 FAX. (306) 262 -6978 61171) SEMI DM (+) INT. (-) EAT. ( +) NT. ( -) . DR. ( +) INT. S -) DR. ( +) TNT. ( -) 114. 17 1 - N H N It 32' 100.0 140.0 100.0 140.0 88.0. 60.0 65.0 80.0 � I I - - - 100.0 140.0 100.0 140.0 68.0 80.0 , 66.0 80.0 r r .f/1 W LOCH MO0NIXI i p — _- — — 6d0 1O !! II -- -- --�r- i1 ==II/ il f -- / i✓ - �` - -,� \ i _ \ x -_ - I \ - 11 Nu --� -- •_ i i II II N 100.0 131.8 100.0 140.0 86.0 80.0 66.0 80.0 © I� ii i ii 11/ it == �1___JL__ ! - ii -- ll / Y .LL///;, �� d = = i�� == \ u � /11 = \ _��__ !! \ II ii \il --v-- i 1 11 \ !! I! \ I I i1 \ - -Tr 4T i i i \ �i i \ i 11 11 .. U 11 11 II 11 11 1 11 II 11 11 - � - - 11 11 F� II /1l -_ 11 11� I1 / 11 1 1 ,1 i I i i 1y 0 i 100.0 118.8 100.0 122.9 66.0 80.0 86.0 80.0 100.0 114.7 100.0 114.7 86.0 80.0 68.0 80.0 94.6 69.8 100.0 89.8 86.0 80.0 86.0 80.0 R'v r b U7 n NS' 100.0 140.0 '100.0 140.0 640 601 661 601 100.0 1121 100.0 140.0 68.0 80.0 640 80.0 .o 100 111.2 100.0 119.5 640 60.0 6eA 601 100.0 102.4 100.0 102.4 680 80.0 66.0 60.0 100.0 95.6 100.0 95.8 681 . 80.0 66.0 50.0 849 79.7 100.0 79.7 66.0 79.7 66.0 79.7 .• 20' 24' 28' 30' 36' 40' 100.0 100.0 140.0 117.2 100.0 . 100.0 140.0 140.0 540 66.0 80.0 601 840 08.0 80.0 80.0 f l i MOONIM 1N3113SVO 000M .OV10 WJ. I ; D 1Z80-S88 (LIZ) xvi i444-400 (L1z) 131 - 99919 sIONmJ '�fOlNVL OVOU SNVA3 1OZ s11000 a117m11 a SODOM QOM OOpy)Je3 991 991 100.0 119.0 640 801 640 BOA 69.8 89.6 100.0 102.4 86.0 60.0 60.0 80.0 80.6 648 100.0 946 46.0 801 66.0 80.0 L - - - - J L -- -- -._- - -- - - J i'• 0 24 6/18' 77.9 77.9 100.0 79.7 - 66.0 70.9 66.0 79.7 SEGMENT ISRATLCARSIMRNT$ 1T 20' 24' 28' 30' 36' 471" 100.0 140.0 100.0. 140.0 60.0 80.0 68.0 80.0 100.0 101.7 100.0 140.0 68.0 80.0 66.0 60.0 78.1 747 100.0 119.5 640 80.0 66.0 80.0 D.L OPG. 30 1/8" 73.1 73.1 100.0 102.4 664 50.0 66.0 80.0 70.9 70.9 100.0 95.8 08.0 73.1 68.0 80.0 WIDOW WIDTH TYPICAL SIFYATION TUTTED UNIT j`(Q 1. DOS STRUCTURE 1S 0ESWNED AS PER THE STH RIBA BUI ING CODE 1994 EDNION FOR DADE COUNTY. A AADS AS PER ASCE 7 USING CORRESPONDING U Z W00D BUCKS BW OTHERS. MUST 8E ANCHORED PROPERLY TO NSFER LoA.0s To THE staucTURE 3 ANCHORS SHALL BE AS LISTED. SPACED A; TA!LS. TO SASE MATERIAL Sh WALL DRESSING OR STUCCO. 4 ANCHORING OR LOADING CONDITION NOT SHOWN IN THESE REGIS ARE. NOT PART OF THIS APPROVAL • 65.0 840 100.0 79.7 57.7 57.7 60.0 79.7 17' 20' 24' 28' 30' 36' 86 . 100.0 140.0 100.0 140.0 66.0 80.0 681 80.0 97.1 97.7 100.0 140.0 66.0 60.0 601 80.0 63.9 63.9 100.0 119.5 86.0 80.0 65.0 80.0 56.9 58.9 100.0 102.4 68.0 70.1 66.0 60.0 64.7 847 100.0 95.6 826 62.0 66.0 80.0 I1 01X1 -3 N tl31 708 1tlft 64.0 54.0 99.3 79.1 491 494 66.0 797 100.0 140.0 100.0 1401 040 80.0 6a0 80.0 91.6 91.6 100.0 140.0 640 80.0 85.0 ' 80.0 59.9 691 100.0 / 19.3 640 80.0 861 60.0 327 627 100.0 1024 66.a 65.6 65.0 601 50.11 Soo 91.8 946 58.8 Se4 66.0 w0 SOA 50.0 646 79.7 48.0 44.0 661 797 It. Is 1 . 3_ I 100.0 17112 100.0 140.0 840 80.0 86.0 801 j 111 92.1 92.3 100.0 135.0 60.0 00,0 66.0 801 i� L�{{ r ti U 1E 111 ONO 841 68.1 100.0 112.5 08.0 80.0 60.0 60.0 48.8 48.8 90.1 944 645 65.5 56.0. • 80A 47.0 47.0 84.9 90.0 55.5 55.3 60.0 80.0 171 946 96.3 1001 114.3 ' 640• 80.0 66.0 80.0 613 1L-80 11 44. .1 - .f/1 =Pm corm aq '4 14 VP 80.6 848 96.1 115.3 061 80.0 80.0 80.0 PAR000 NIA sTRUCTURES PO / 10357 APPRO EO AS COMPLYING WITH THE 0,1�y) .7L� �LYYT 65.6 554 80.4 97.4 640 80.0 68.0 10.0 414 411 70.1 641 394 59.5 80,0 80.0 36.7 347 56.0 _ 80.0 62.5 521 66.0 80.0 MAX. DESIGN LOADS LIMITED TO 140 PSF AUG 0 S 2001 CODE COAWLI OFFICE - o ACCEPTANCENOfAI %1� F ang 1 W98 -7 'r rMI ' _ea x D.C. ' D. • 4. 117 • • TYPTCAL ANCHORS • r FROM ENOS 0 0 1 1,1 1 : )10 — x•i•OR _... TYPICAL ANCHORS • r FROIA DIX WOOD BUCKS NOT BY CARADCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. IS WOOD SCREWS 2 PER SASH ftivegy BRADS AT 6 O.C. TYP. 3/4* INSULATED NON-IMPACT GLASS 1 BY OR 2 BY WOOD BUM TYPICAL ANCHORS 0 e mom ENDS 1/e ANN./TEMP. CLASS 1/2 AIR SPACE 1/9" ANNITDIP. GLASS 4 1 3/8" TRICK NOMINAL IMPACT GLASS GLOBE AMERADA P380 WIND-PANE - -j 1/e CHEM-TEM GLASS .035 URETHANE-PE 399 —1/1r POLYCARBONATE LEXAN .035 URETHANE-PS 399 1/r CHDA-1V4 GLASS 0 x 1-1/2' W000 SCREWS • r o.c. GLASS OPTIONe &ego DO. HUMP R000 STRUCIURES RA. PE # 111557 AUG 0 3 2001 0 GLASSIAM SAFETY PLUS IMPACT GLASS 1/13 ANN. CLASS .050 POLITSTER .010 PET DSO POLYESTER vr N0. GLASS 05 X 1-1/2 WOOD SCRDIS o f 0.C. .010 PET EXTENDED 9/e BEYOND CRASS sea o swoyficior BELOW GLAZE) STOP TYPICAL APIC:HOarg A. 'INTO WY W000 BUCKS OR WOOD STRUCTURE # 10 SUS WITh 1-3/e MIN. PENETRATION INTO WOOD B. INTO MY WOOD BUCKS OR INTO MASONRY 3/1e 01. TAPCONS WITH 1-1/e MIN. EMBED INTO MASONRY APPROVED A., COMpLYING %MTh THE ITI/71,171'0, OPASCH 8 8 1 game COCE CCUPUNCEOFFICE • Acaarawcatc4A 2 ;1 drawing no. W98-76 a 5 M O I� 19 16 17 I W N 6= 6 0 0 .1 0. 0.43 1. . . I fro •I ii AS REGD. AS REGD. AS AEON UNULAION 1/ MULLION i 4/ SASH L SASH 9/ SASH 2/SASH 2/ SASH AS REM. 1 ,,.,,1111 P-14 !! CA-13 PP87 IX CA -16/17 CA -II/1 - CA-W CA-14 li I PANSNO. RETADKDO PDC AT HINGE STILE SERIES 14 S BAR NDQS KEEPERS AT LOCK LICATIC29 DUAL ARN ROTD-0[M OPERATOR SYSTEM PULS WEATHERSTRIP LEAF WATICRSTRIP METAL CAN -TYPE SWEEP LOCK KILLION COINECTIR 3/4' GLAZING GASKET OMB. GLASS [NM : GLASS 319. MAN GLASS OILY) x -JMG SASH STU GNSIL CAS) SASH STILL Q.N. GLASS) 1 L 1 1 ii ICAO/SILL/JAM HEAD STOP PP I STILL 0 PIXONiiiiiiiiill AT EN PRGN AIDS TRUTH AT ACTH SA314 AT SILL iiiii hi I _I C CMA 11111111I ARADCO WJOO 111800110 t PA110 DOORS 201 EVANS ROAD RANTOUL. WRNS 61886 1EL (217) 893 --4444 FAX (217) 803 -0921 AL- FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 235 SW 87 AVE MIMO, FLORIDA 33174 1E1. (306) 264 -8100 FAX. (305) 262 -6978 0 0 x 0 F � g W e N 263 r 2186 E.072 } 1,500 FRAME NOSING .434 319 2126 2.072 .434 E383 .396 355 1157 2.094 HEAD STOP 298 .766 L.913 .438 1.116 1.710 SASH RAIL (INSULATED CLASS) ,396— L r-- 1.710 SASH RMl (LAMINATED GLASS) 2125 -_1 137E .431 SASH S11LE (INSULATED GLASS) 1.813 7 j 1.710 �• —L784� 4 Fes---- 6.938 — 1 HEAD /SILL/JAMB 1.094 �2094— SIDE STOP 4 .938 SILL COVER SOO 1.688 X-JAMB 394 F� GLASS STOP 2.072 298 .396 1.438 .434 SASH STILE (LAMINATED GLASS) 1.710 � L 2556 —{ L II INT. MUWON CASINO .379 MUWON CONNECTOR SASH AND OTHER W000 COMPONENTS TO BE WHITE PINE OR PONDEROSA PINE. FRAME MEMBERS TO BE TIMBERSTRAND. LEAF WEATHERSTRIP .125 215 BULB WEATHERSTRIP VENT CORNER 8 X1 -1/4• SCREW- FRAME AND VENT CORNERS SEALED WITH BUTYI. TAPE SEALANT. BUTYL CAULK USED IN BETWEEN ALUUINUWW000 JOINTS. Ervin 0R HUWYOUN FAN000 STRVCn1RW RA. PE / 16537 AUG 0 3 200 :dee FRAME NOSING CORNER am CORNER LOCK ^ 2' X 1/Y STAPLES 4 PER COMER APPROVED AS COMPLYING NON THE • • DA NGCCOE ,;. BJ�MI BY - # 8 SCREWS DIVISION CODE COMPLIANCE OFFICE ACCEPTANCE No.O —OS 1,4.05 drawing no. W98 -76 (pest 4of 5 1 444444444444q44444444%4444444444444444444444444444 VDmcv DE warm (V) `Bacon tom cABAarr — Per (IID=/EED= 02 TOP /DoT 011 WINDO9e/ ORRATRO CbAHM, FIXED 59211191►, A91.,0 OR MY 0014199513i NOW '2 a 9 P m e gt 678 54.7 tEEEEUfiEEEEZE 117.7 964 MgEtkiiEEZE - 1402 117.1 Hi ii st 672 34,7 is 34.7 30.9 40.3 67,7 602 M 612 593 126.4 EE 832 742 117.7 966 PAM 140.0 1402 1172 99.0 1145 114.3 EE 1460 197.1 1460 140.0 140.0 ii 1460 1402 igigi4i l s'EEEEEE 34.7 349 49.3 EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE 46.6 412 Er:EEEEx 67.7 60.0 J 802 78.9 EEEE 802 742 EEEU EEEEEEEEEEEEEEEEEEEEEEE 860 80.0 Flit N07 RB10J MD GEM Oh: k Pi u � I Alt fi N E 2 rn us so4c 09-21-95 (sds 1/2' 7. 1 , MLW CARAEICO woo& moms & PARO DOORS 201 EVANS ROAD RANTOUL, H I-IN0IS 61866 1EL (217) 893 - 4444 FAX (217) 893 - 0921 'CAR CLAD' WOOD CASEMENT WINDOW L &OAK FAROOQ CORPORATION NEERS. PLANNERS & PRODUCT DESIGN SW 87 AVE FLORIDA 33174 (305) 264 -8100 FAX. (305) 262 -6978 . - --- - - - - -- -- -- --- - -- COI ANAW98 -76C0 1 Existing to Remain NA NA 2 PGT Casement Series 640 02- 1219.05 74W x 50.625H 3 PGT Aluminum Picture Window Serice 6000 & 6001 04- 1104 -02 73.125W x 50.625 4 PGT Casement Series 640 02- 1219.05 74W x 50.625H 5 PGT Casement Series 640 02- 1219.05 37W x 38.375H 6 PGT Casement Series 640 02- 1219.05 37H x 50.625H 7 PGT Casement Series 640 02- 1219,05 74W x 50.625H 8 PGT Casement Series 640 02- 1219.05 74W x 50.625H 9 PGT Casement Series 640 . 02- 1219.05 74H x 38.375H N 10 Existing to Remain 0442 .9 u c.< criLAC -, Ac)0 C + Co l nc W-S 1'lA 61- OV 14 s) NA 114 x 9 1 (ToY f 11 PGT Casement Series 640 02- 1219.05 37H x 50.625H ~` 12 Existing-to-Remain 1 S 1 i c h i n c b etc)( -4. Nik 03 -Oa, l ct .03 NA- i 1°► x w v1•�_) i " C� 13 o PGT Casement Suits 640 02- 1219.05 37H x 50.625H ' 14 Existing to Remain CARP o 7 1- fo .NA cm f 0a 3 • o� NA id' X %a 3 /i/ ' 15 Existing to Remain NA NA , ,, •• 16 Existing-to-Remain L PIA C O ;b7.." -, 1�cyX ." c I , NA b,.. i0 OS .NA (0 s x %3: 17 Existing to Remain NA NA 18 PGT Aluminum Horizontal Roller 03- 0612.06 74W x 50.625H 19 PGT Aluminum Horizontal Roller 03- 0612.06 74W x 50.625H 20 PGT Aluminum Horizontal Roller 03- 0612.06 37W x 38.375H 21 PGT Casement Series 640 02- 1219.05 74W x 50.625H 22 PGT Casement Series 640 02- 1219.05 74W x 50.625H 23 PGT Casement Series 640 02- 1219.05 37H x 50.625H 24 Existing to Remain NA NA 25 PGT Casement Series 640 02- 1219.05 37H x 50.625H 26 Existing to Remain NA NA 1- 913 -25 Robinson C% Son 18 Ga Galvan' ,. t. hutters Previousl Installed /Remainin• 00 ' 1 �;,0 �, ,a G • s Paulsen Resldnece R!TRO FIT WINDOWS Openin # ManufacturerlTVpe lnor Azz› Lcc "Q , 400 NE 101 Street Miami Shores Florida 33138 NOA# Size (inches NW Bedroom Kitchen 10 Breezeway 5 Bathroom 12 Garage 25 Living Room Florida Room Paulsen Residence 400 NE 101 Street Miami Shores,FL 13 14 15 16 17 NE Bedroom 21 Bathroom 20 SE Bedroom 18 19 1 Existing to Remain NA NA 2 PGT Casement Series 640 02- 1219.05 74W x 50.625H 3 PGT Aluminum Picture Window Serice 6000 & 6001 04- 1104 -02 73.125W x 50.625 4 PGT Casement Series 640 02- 1219.05 74W x 50.625H 5 PGT Casement Series 640 02- 1219.05 37W x 38.375H 6 PGT Casement Series 640 02- 1219.05 37H x 50.625H 7 PGT Casement Series 640 02- 1219.05 74W x 50.625H 8 PGT Casement Series 640 02- 1219.05 74W x 50.625H 9 PGT Casement Series 640 02- 1219.05 74H x 38.375H 10 Existing to Remain NA NA 11 PGT Casement Series 640 02- 1219.05 37H x 50.625H 12 Existing to Remain NA NA 13 PGT Casement Series 640 02- 1219.05 37H x 50.625H 14 Existing to Remain NA NA 15 Existing to Remain NA NA 16 Existing to Remain NA NA 17 Existing to Remain NA NA 18 PGT Aluminum Horizontal Roller 03 -0612.06 74W x 50.625H 19 PGT Aluminum Horizontal Roller 03- 0612.06 74W x 50.625H 20 PGT Aluminum Horizontal Roller 03 -0612.06 37W x 38.375H _21 PGT Casement Series 640 02- 1219.05 74W x 50.625H 22 PGT Casement Series 640 02- 1219.05 74W x 50.625H 23 PGT Casement Series 640 02- 1219.05 37H x 50.625H 24 Existing to Remain NA NA 25 PGT Casement Series 640 02- 1219.05 37H x 50.625H 26 Existing to Remain NA NA 1- 9,13 -25 Robinson © Son 18 Ga Galvanized Shutters (Previously Installed /Remaining) 00 -0128.09 Various Paulsen Residnece RETRO FIT WINDOWS Openlnp# ManufacturerlTvpe 400 NE 101 Street Miami Shores Florida 33138 NOA# Size (Inches NW Bedroom 6 5 Bathroom 10 Breezeway 12 Garage 25 Living Room F-- Florida Room Paulsen Residence 400 NE 101 Street Miami Shores,FL 11 13 14 15 16 Door 17 23 22 NE Bedroom Kitchen 1 SE Bedroom 21 Bathroom 20 18 19 M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 Scorn: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER 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 (A1U). 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 product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "F6000" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 550, titled "Aluminum Fixed Window Non - Impact ", sheets 1 through 10 of 10, prepared by manufacture, dated 10/24/00 with revision "II" on 01/17/05 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control 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 produce. 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 produc 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 0 04-0112.02 and, consists of this page I and evidence page E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E,, Director, BCCO i 11(1 es NOA No 04- 1104.02 ration Date: September 13, 2006 Approval Date: January 27, 2005 Page 1 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120 "x 55" Maximum Area 35.20 sq. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. NOTES: NON IMPACT WINDOWS 'TEMPERED GLASS SHTS. 1 & 2) 1.) GLAZING OPTIONS: 3/16" TEMPERED OR I.G. GLASS (3/167 AIR SPACE, 3 /?6"). SEE GLAZING DETAILS SHOT 8. t1 / 4" TEMPERED GLASS MAY SE SUEISTT►UTED FOR 3/18" 7EAIPEREDJ 2. CONFIGURATIONS.: 0 3 FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT, 9 OF 10. 4. SEE SHEET 9 OF 10 FOR ANCHORAGE SPACING AND SHEETS 3 & 6 OF 10 FOR ANCHORAGE DETAILS. 5.) MMAn -DADS COUNTY APPROVED SHUTTERS ARE REQUIRED 24 MIAMI-0ADE COUNTY AND *HERE IMPACT RESISTANCE IS REQUIRED 6) SEE' DETAILS C, 0 & E ON SHEET 8 OF 10 FOR CORNER ASSEM91Y. 7.) REFERENCE TEST REPORTS: F7L -2818 2819. 2820, 3853, 4339 & 4340. a) F -6000 AMY ALSO 8E REFERRED TO AS F8000, PW6000 OR AR6000. 1070 IEC NOL0m' O N E NOx01A 'a .14273 ARCH. 60" x 120" Maximum Area 47.32 sq. ft. " 10/24/00 SECTION DETAILS SEE SHEET 5 DETAIL C SEE SHT. 8 -..+ +1R a.. R.Mhe. 1....d . 7 17/04 14-147 O4 003 9EE7 i 12106/CL � i ,a -u40 ID NOTE 7 ,!,.rocs F.,(.,10/14,A94 i-.100 LO. PASS OM= & !MOE NOTES Aiwa parr fx 1/27/04 ISO an me 911 ELEVATIONS, 3/16'T & TEMPERED 1.G. GLASS ALUMINUM FIXED WINDOW, NON — IMPACT r+.a eo7 132! °°*y N■ NOrO� a 34274! F -6002 I NTS1 1 •10 550 60" x 120" Area 43.75 sq. ft. EYEBROW 120" x 60" Maximum Area 49.90 sq. ft. 1_ RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. wean JAL wnwr�aA. Aiwa ��b Nk�4Nc Fit taiesAm �YFMe K. Pd O rtL1NNGlosr Mme P.O. Nox :51, '"W' NM I Ft 34215 NI01001/S, n 3.274 F -6000 N »-NO MANGE THIS SHEET Rewisbas c -CONNE 1 DORM DNEWONG tEN, MOWING E-NO CHO MS MT 0.0rb. ELEVATIONS, 3/16"T & TEMPERED 14. GLASS ALUMINUM FIXED WINDOW, NON — IMPACT NTS atO I 550 1 H QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. Maximu TRAPEZOID OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. HEXAGON 48" BETWEEN FLATS Maximum Area 13.86 sq. ft. FAN 74" x 36" Maximum Area 14.42 sq. ft. FULL CIRCLE 048" Maximum Area 12.57 sq. ft. ELLIPTICAL 74 "x 36" Maximum Area 14.53 sq. ft. NOTES: NON — IMPACT WINDOWS (ANNEALED GLASS SHTS. 3 & 4) 0 GLAZING OPTIONS: J/16" ANNEALED OR l.G. GLASS (3/16 AIR SPACE 3/16'4 SEE GLAZING DETAILS SHEET 8. (1/4 ANNEALED GLASS MAY BE SUBSTITUTED FOR 3116" ANNEALED) 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS 014 SHT. 10 OF 10. 4.) SEE SH EET 10 OF W FOR ANCHORAGE SPACING AND SHEETS 5 df 6 OF 10 FOR ANCHORAGE DETAILS. 5.) MIAI N—DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI—LADE COUNTY AND WHERE IMPACT RESISTANCE IS REWIRED. 1 6.) SEE OETARS C. 0 & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. 7.) REFERENCE TEST REPORTS: FTL -2748. 2756, 2758. 3853 & 4340. A 8.) F -6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000, M> A ARCH. 37" x 74" Maximum Area 17.99 sq. ft. tares J.J. RW 1076 187.r OIOIC P.O. t379 8Mi iL 34275 IMAM R AM itrysd WO** A' i'/05 Z e X4/0 4 F.X IO/f4/04 Ibn4 u. F44 I/27/04 , 10/24/00 SECTION DETAILS SEE SHEET 5 DETAIL C SEE SHT. 8 N— CORRECT JEST WORT MAN31245 0 MB 90 F- 20 LQ PASS OPOON * 1/WE MILES E OMO 114 SAIL ELEVATIONS, 3/16 "A & ANNEALED 1.G. GLASS ALUMINUM FIXED WINDOW, NON— IMPACT s.deylader p Peer Grob, No. pee r -swo 1 NTS 3 «10 550 1 H QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. HALF CIRCLE 74" x 37" Maximum Area 14.93 sq. ft. TRAPEZOID 37" x 74" Maximum Area 14.26 sq. ft. OCTAGON 48" x 48" Maximum Area 13.26 sq. ft. EYEBROW 74" x 37" Maximum Area 18.90 sq. ft. L RECTANGLE 74" x 37" Maximum Area 19.01 sq. ft. vj, l /?7/05 ,kor. 7/27/04 rx > rx ° `"fo/n/oo Roam if-No ~GE Da SMELT 0 rIVO Ow w,r. Aga fhakeffig NPAIRAIS E-NO CHO Ills SOT ELEVATIONS, 3/16"A & ANNEALED I.G. GLASS stk ALUMINUM FIXED WINDOW, NON — IMPACT moO 7FLIfr�a7ac+ ORNE a 8 04 7509 s..c - f'Is f�.e Nora sL 34275 a ' ► R 34274 F /A. -6 0 NTS�4 0 10 550 1H SECTION A —A (71PICAI Il..AS S 1 . SECTION B -8 TYPICAL INSTALLATION INTO CONCRETE (Ix WOOD BUCK SHOWN) NOTES: 1. MAX#JUM OVERALL DRMENSIONS ARE APPLICABLE TO SECTIONED ARCIU7EC71ML SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO AU. SHAPES AND GLASS OPTIONS SHOWN ON SHEETS 1 THROUGH 4 OF 10. 2. REFERENCE TEST REPORTS: F7L -2858, F7L.- 2819, FTL -2820, F71. -2748. FL -2734 FIL -2758, f7L -3837, FA -4339 & FIL -4340. 3. FOR CONCRETE APPLICATIONS IN MIAMI -DADE USE ONLY MAW-1340E COUNTY APPROVED TAFCONS (HEX HEAD SN0*N ALTERNATELY MAY USE THE 1/4' TAPCON W/ 112 FLAT HERO, CSINK REWIRED) 4. INSTALLATION 70 THE SUBSTRATE' OF WOOD BUCKS LESS 7HMV 1 1/2' THICK TO BE ENGINEERED BY OTHERS OR AS APPROVED 8Y AUTHORITY RAVING JURISDICTION. 3. WOOD MUCKS LESS THAN 5 1/2' THICK ARE OPIAONAL. PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE rx 6VSTALLA11ON TO THE SUBSTRATE OF WOOD SUCKS 1 1/2' OR MORE 174 C TO BE ENGINEERED BY OTHERS AN0 10 BE RE%OLWEO BY AUTHORITY NAWNC JURSIC CT70N. 7. SEE ALTERNATE ANCHORAGE METHODS ON SHEET 8 OF 10. 8. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPAC INC. Itand F. Drs Si4FT Maw * flatatne FA 12/OE MPS /04 G -N0 040 S SW lfitl (k�r OMAN" FA 10/14/04 r-oao LG. 0PTION. AND 54 7147I MOD Am, i�.mf�c swam 7/274 E-NO 0!D 1145 SIR Ch". J.J. ois 19/2+/00 I / /1 f A L UMINUM FIXED WINDOW, NON - IMPACT SECTIONS W/ ANCHORS OUTSIDE BEAD mpu : ` Mvro16 .w sL 342741 F WOO I NTS 15 4 0 J 550 171 MtMRroa Al! 21-11 SCREW OUTSIDE BEAD CONCRETE IAPCON THROUGH BEAD 2x WOOD BUCK IffiENALIANILHEW CONCRETE. Ix WOOD TE,ON UNDER ETEAD 1070 aposozocr Off* 21202114 RR 2x WOOD BUCK SCREW THROUGH READ Own R. //2 7/04 WO: 1. NOTES 3 THROUGH 7 ON $MEET 5 OF J0 APPLY 0 APPLICABLE ALTERNATE 4STAUATION METHODS AL7ET1AJS INSTALIAITON METHODS APPLY TO ALL CLASS OPTIONS AND ARCHTIECTUAL SHAPES 2. ALTERNATE INSTALLAION METHODS APPLY TO HEAD. SILL AND JAMES. .3. SEE SHEETS 9 AND TO FLLR APPROPRIATE ANCHOR SPACWG. ib.abs /17/03 N-ND DOME WEI 21411 111+Rder 2/04/14 G-NS 0710 004 SHf 14/04 1%-11217R* At7E111417E MICHOR GE SHEET, imam [ -ND CM 1105 SHT ALTERNATE ANCHORAGE DETAILS raw ALUMINUM FIXED WINDOW, NON— IMPACT P.O. B.' 137/ > eti Zk > Prw1 Hb. mow R 24274 F-6000 } NISI 6 "10 550 H .062 F .050 r.250 T 6063 —T4 FRAME CONNECTOR -1.73517 11 U . 5.00 .055 --- '• 11-r -- O2 6063 —T5 GLAZING BEAD Imo- 2.000 - O? 6063—T5 FRAME 1.344 l MK. PART 1 DESCRIPTION VENDOR 6 6SM55W 61168 U— CHANNEL GLAZING BEAD 1 66389 FRAME HEAD, SILL & JAMB 7834 18 x 3/4 PAL PH. SMS 61308K aosFD CELL FOAM TAPE 8 7PWSW 10 513 1 1 1--WW- -4 ROOM ORNINd SILICON B4CK BEDDING ALUMAX OR = ALUMAX OR = SPENCER OR = TAPE S OF R OR VENDOR / AF -8342 AF -4168 OOW COMING 1899, 1995 OR 1983 SEAN SEALER SCHNET/MOREHEAD OR = SM5504 3/16" ANNEALED GLASS, PCT OR EOU4L 3/16 TEMPERED GLASS, PGT OR EQUAL /6 x 7/8 FL. PH. TEK SPENCER OR = ARCH1fECTURAL FRAME CONNECTOR 6063 —T4 ALUM. 651.314 ANNEALED 1.0 GLASS (3/16"04 Al! SPACE, 3/16 %) 12 1EJ ERED I.G. GLASS (3/167. AIR SPACE+ 3/167) VISIBLE LIGHT CALCULATION WINDOW WIDTH '71P TO TIP" — 2.688" WINDOW HEIGHT "TIP TO TIP" — 2.68r 10)O 1E0AO11767 0101: P.O. 904 1379 N01f0^ K 24223 Np104074 FL 34274 Pow VOA FA t�17AS rw rx 1 14104 rX /r/04 maim H-NO 043 ASHY NoNime 0-1I0 CM D4S SHY isrr,r F.UFP11F 1108 r. 4. 7 & 19 MV 400 Me 11 & IY E-440 00 11f5 9/f 9� J.J. tht '10/I4/C0 EXTRUSION PROFILES & PARTS LIST ALUMINUM FIXED WINDOW, NON — IMPACT 3.44444664 sow F-6X0 NTS 77 010 ]u..e.,,. 550 H AIR SPACE 0 0 -1411 "Ass wirra____I SILICON GLAZING DETAIL 3/4" 1.C. GLASS 3/i6" ANNEALED OR 1 r 7EI1Q'ERED G[ASS 3/8" GLASS 3/8' SILICON GLAZING DETAIL MONOLITHIC GLASS REFERENCE TEST REPORTS F7L -2818. 2819, 2820, 2748, 2754 2758, 3853. 4339 & 4340. SILICON GLAZING DETAIL 1 " J.G. GLASS via- !WYFERE° MASS TYR (2) % 7/G DETAIL E WELDED CORNER ASSEMBLY 16 441 PE MAIM All? SPACE GLASS Ar DETAIL D KEYED CORNER ASSEMBLY DETAIL C 90' SCREWED CORNER ASSEMBLY time &A J AM/ rx. 7/Ems X 10 /24/00 GLAZING & CORNER DETAILS SEAM SEALER Rwaftewe It•-■10 PONE ASS weer P-NO CMI > Siolr Pa F —u041E NONC1147HC & ADD A , QLlals GEMS Awrr: FEW as MS SKr ALUMINUM FIXED WINDOW, NON — IMPACT N n. 41 � 1 NT b" 0 �"° �. J H GLASS: 3/16" TEMPERED TEST REPORTS: Table 1. COMPARATIVE ANALYSIS OR TEMPERED I.G.(3/16"T, SPACE ,3/167) FTL-2818, FTL -2819, FTL -2820, FTL -3853 8 FTL -4339 WINDOW ` WINDOW HEIGHT WIDTH , 26.000 39.000 1 51.000 60.000 19.125 100.0 ' -135.0 ' 100.0 -135.0 100.0 -135.0 100.0 -135.0 24.000 100.0 -135.0 100.0 -135.0 100.0 -135.0 100.0 -135.0 26.500 100.0 , -135.0 100.0 -135.0 100.0 1 -135.0 100.0 -135.0 37.000 . 100.0 -135.0 , 100.0 -135.0 100.0 -135.0 , 100.0 -135.0 48.000 7 100.0 -135.0 100.0 -135.0 90.6 -90.6 1 90.6 -90.6 60.000 100.0 -135.0 100.0 -135.0 80.3 - 80.3 58.0 -58.0 97.000 100.0 -135.0 i 78.9 -78.9 77.2 - 77.2 58.0 -58.0 111.000 100.0 -122.9 69.6 -69.6 63.0 -63.0 58.0 -58.0 120.000 100.0 , -112.6 65.5 -65.5 , 55.8 _ -55.8 _ 57.3 , -57.3 3/16" TEMPERED AND TEMPERED I.G. GLASS NOTES; 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM E1300 -98 (ASTM E1300 -97 outside Miami -Dode County). 2) Positive Design Loads bused Water Test Pressure and Glass Tables ASTM E1300 -98 (ASTM E1300 -97 outside Miami -Dade County). 3.) Miami -Dode County anchor spacing: Head & Sill (long dim. =120" max.): 1 4" Tapcons 26 1/4" max. from corners and 19" max. O.C. #12 Screws 21 3/4" Max. from corners and 13 1/2" max. O.C. Jambs (short dim. =60" max.): 1/4" Tapcons 15" max. from comers and 30" max. O.C. 12 Screws 15" max. from corners and 18" max. O.C. 4.) For anchorage requirements outside Miami -Dade County refer to applicable test report(s). 11 aLLik�A J.J. New quo... - IZ 1/17/D5 N-NO 012 DOS 9q am. Waft, rtM0.ec n..x odA 4 G-110 00 DO 9ff e.rre 1 114/01 NO1E1S N1CNOIVX 11 101 LO. MOS OP= Owietwe F.K + 1e27/r01 E- 11W0UE 7�R aft14 DESIGN PRESSURES, X167 & TEMPERED 1.G. GLASS ALUMINUM FIXED WINDOW, NON - IMPACT ,o'p =tame de* r.a 99 1929 b`ylase a amt u..w. �. N OV" n 9215 ,211 9; n .112141 F -97r I NTS 9 "10 f 550 Table 2. COMPARATIVE ANALYSIS Table 3. COMPARATIVE ANALYSIS GLASS: ANNEALED I.G.(3I16"A, AIR SPACE, 3116"A) • TEST REPORTS: FTL -2748, FTL -2756, FTL-2758, FTL -3853 AND FTL -4340 GLASS: 3116" ANNEALED TEST REPORTS: FTL -2748, FTL -2756, FTL -2758, FTL -3853 AND Fri -4340 • WINDOW WIDTH WINDOW HEIGHT WINDOW WIDTH WINDOW HEIGHT 26.000 37.000 26.000 37.000 19.125 100.0 -120.0 100.0 ' -115.1 19.126 100.0 -150.0 100.0 -150.0 24.000 95.1 -95.1 85.7 - 85.7 24.000 100.0 , -150.0 100.0 -150.0 26.500 81.0 -81.0 77.4 -77.4 26.500 100.0 -150.0 100.0 -139.4 37.000 78.6 -78.6 40.0 -40.0 37.000 100.0 _ -82.5 82.5 -82.5 48.000 59.2 - 59.2 40.0 - 40.0 48.000 100.0 -82.5 82.5 -82.5 53.125 53.6 - 53.8 40.0 -40.0 53.125 96.4 -75.8 75.8 -75.8 60.000 48.4 -48.4 37.0 -37.0 _ 60.000 74.000 86.0 66.2 -86.6 -51.2 66.6 51.2 ' -66.6 -512 74.000 42.2 -42.2 28.9 _ - 28.9 wawa Vann ...R iG.. giAa.�s e27 F.A: AU.f F,K 1440/0{ 10/1{6?{ 1/i7/bt ww t0/P!/b0 nwirow If ails »rs SNt dalldwe • CHC t ihdikos F UippE IpFFA ANC O SZ d ADO Ad CLASS ONION E- l AppNC INNO DESIGN PRESSURES, 3/16 "A & ANNEALED I.G. GLASS law ALUMINUM FIXED WINDOW, NON - IMPACT Nov wow. R � I �s1 "a TEDICLOCt 10'►o 1 a`A 550 M 3/16" ANNEALED AND ANNEALED I.G. GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM E1300 -98 (ASTM E1300 -97 outside Miami -Dude County). 2.) Positive Design Loads based Water Test Pressure and Glass Tables ASTM E1300 -98 (ASTM E1300 -97 outside Miami -Dade County). 3.) Miami -Dade County anchor spacing: Head & Sill (long dim. =74" max.): 1/4" Tapcons or /12 screws. 23" max. from corners and 30" max. O.C. Jambs (short dim.= 37" max.): 1/4" Tapcons or /12 screws. (1) anchor on window centerline. 4.) For anchorage requirements outside Miami -Dade County refer to applicable test report(s). MI AMI WILDING CODs OOMFLIANt ODFIC'B (DCCO) PRODUCP 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 doawoion 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 On Wand Dade County) and/or the AHJ On 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 mangy will incur the ease 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 product or material fans to meet the requirements of the applicable building code. This product is approved as desaibed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Sarin "EIS IW' Aiaaabona Hsebou d Sliding Window APPROVAL DOCUMENT: Drawing No.4112, tided "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by POT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Canaty Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each snit shall bear a permanent label with the manufac tutees name or logo, city, state and following fit 'Miami -Dade County Product Control Approved', unless otherwise noted herein. RENEWAL of this NOA shall be comid cd after a renewal won 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 the has been a revision or change in the matedala, use, and/or manufacture of the product or process. Misuse of this NOA as an amusement of any product, for cams, advcctising or say other purposes shall automatically terminate tbie 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 wands 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 102-0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as appravaldooumart mentioned above. The submitted dopes was reviewed by Theodore Berman, P.E. MIAMI -DADS COUNTY. FLORIDA METRO-DADB FLAOLBR BUILDING 1N WB4i: P1AGLIDt sneszr, SVTTE 1683 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03-0612.06 Date: May 20, 2007 Approval Date: April Oil, 2004 Page 1 V(i! iLr1< - :.111I1,! ., 'I•.4Mi)11:-jFYL4-1/1v 0.11.% nAMF il- 11 I1L347',. 1 111 ut"i llKlabti" -51 � ..', II3•nr 11ES ir i ii :I 0171[ bi)8:5:L•'1111 II: :[•::•i1.1 CIF' „ F.tM141111111111LIP- U 1 L!>1my, rzi6FYx am E tv4I: i '1-iimv.771.'•:•bzi•mow :tan.iii r., wry f_`a-1` l-ti Ea Laor..LiZi?' - 171 �411F Y/.1111CT7171711 u. FA W.: A&1 Ik i-)1 IF 4i11I 1 1' % f `AMFyai 1111 :r"I4 - rte ^ ? 1CTTiDI• i4J.1I H . 1 f '.'.' ': ' i• },* Q ki.v.Jviari*hwnis LntiNILi)1 :•IFkrai 1: '.': '': QIE'...40rp...:IG'ir r.r.mn jimiu:t#fYiAl 1."'.'• rIimt.x If4Fff14 1 [1Fa1 'i i3,11Karkidi Cii` 13 •1rr - , .. - 111FULAIE 1 1' i:1:iS011i14181F •iE1 illAZ.:ila 'PFM-1111111111111111111 111 iiCI.L7>Z 4 :ArL`a'rnuz•ik - )1•LiP -Z' 1c �lF Imo /TIM: f:=1}41 ill IATI"11C ' 111allif. -111=111118111111riHIM :1L tr:171:1'71t -a.,.. Lila p' 11111 :WilI1F: :4110�l_^14.'.ill•IIIM1111111111rl- £11111'mtra TI!D[;i ,.Tr",'1 1'.l?;;..C! :lr3Y.ili. "a :1 DJ1'5 r ir,1 iikEYJNIii IIIM?=«,' F1L '7`- ?!7) ii �ii;act Jl. LLSi' ,1. li 1 1 ...AI::INE ' l.. rill' i'_�fylll`.• u - A7.m •tf: : ., 1♦L'.h:i∎l:!rJ`"i�> iii :Ii:1 la iiiilliaIIIIIIIIIIIIIIIISillit/ ► l k ' . + 7 ■ ? 1 E T u t t •17 Y .•.. .: 1l' n Ri )al3l.a4-1* rl: - 1lT• 3LE=T'TJE'4<rLw.t'^mCf1l: iiiAlaKi: irElliZiA flc ,^ .C71:'7>trTTli)1•i.'_! iiaf:• flg.lf EZ1L :12 -•13 -i* iiti ilr-IFEETTi2'(' l ' Rf 0 MINIM ailed - ' /1a1IiiMIN 1111 #II. IIPTMIRT�iT it /1311" "114 :r;: / %4[C'1Y[?iln 1 ) IF3•I'Iv.#1 tiN:Cli r FT1F / 1<1 -L 7• IKCIEi• :;i:MeR♦1 IelAl - A E4lt:7111:13.:1:i =12 ALIZi'i 1 .114•i) . �hii!. 1' il;' il..3Z1 Fk11P 1ONIIIIM/171:hl1--- 1031•i1J -!1 ".'-Y L-Ii ?: -1∎All aDITt 141/ 1 .1111E :)1<iIY:! -i (..INIT.r4::•1 27.1 FA IdIti ll i 14111:'2I;i1ll11= 11;j.1!14:1111111111•11•11118G!:•: r PII Uri i.111.1111 W1'•911 /13 1IIAIN81t >G1440 K.:: II - !1 1 WI AI *1 E. SI lifllI AEUNI C1111111. :11 -1 i1Uz: iANV M:1111[I111d - - 14L•L1! ITAIFL•11 AIE1'Ai11.11; 9 F31Ia.; :1.Dbil:: F.K. F.K. F.K. wroth 14.XX NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/18' (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8' ANNEALED GLASS. B. 3/16' (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUT/04E OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF m 1 /8' HEAT STRENGTHENED GLASS. C. 13/1r LAMI L0. GLASS CONSISTING Of: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16' LAMINATED . THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P18 LAYER OF DUPONT OR SAFLEX MAXIM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1 UTE OF HEAT STRENGTHENED GLASS. UM D. 13/16" LAM! I.G. CLASS CONSISTING OF: 1/8' HEAT STRENGTHENED CLASS. 3/8" AIR SPACE AND 5/16" LAMINATED PASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFL.EX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 MOM 1- 1 Q j z ■1411111M1r 6' 83' MAX HEIGHT s8 1/4' MAX FIXED UTE OPENING 6' MAX. 33 5/8" MAX DAYUG TT OPENING 8 " 4' MAK 74" MAX WIDTH 33 5/8' MAX DAYUGHT OPENING 57' MAX VENT DAYLIGHT OPENING 1 1 1 1 � MAX 8 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE E LEVATI ON MAX DESCRIPTION Y.T. / OTY./t0CA 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AiPER SHT 5. 1 �� 6' FROM ; 0RNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. A11101100 MAX. 15" SPACING. AIMS E.' FROM :ORNERS MAX. 12 1/2' SPACING. 3 . SHUTTER REQUIREMENT: NO SHUTTERS REO'D. 6. REF. TEST REPORTS: F1L -1969 & FiL -3740 1070 TECHNOLOGY OROt NOKOMS. R 34270 P.O. SOX 1021 •OXOMI. R 34274 ae NDOR OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW lower ar. pg. H � o 6 I 4112 I G 111Laka1111 MILAN 'X 4 : /'A � i1Z1I13' 1'1 1 12 �II1+1 ' ILL12/11 [I it MUM L &I Mai L R[ { 1 ,' l cam ctlb' 1L-ItI S ��. 1 j� ''1 L: 1 � j r 3 i 11 - 11 aka L '/ mum Mal 1 1 1 4��//i l I l k i l � a ' � � e dlal L luta hI ]�(�� cm! 1Cj/ ll M a l w/ J L k1 J L KAI 1 / J 111 I�L��lam. � llC. r IAM.L r -! � iJt A ,ill EE:I1R- Mini IL,1r.L_ {: m m� ; [_��. EMI EP:�r�J� LIy /IMINI :TI / ?' t a Ma1l�r.'l � i Mai :;• 1 C.11:11 I N 1..0 � �� m �� s�ir Call KM - �r = �C` l l' T, 1 = � a irk �6.i ir��.I c .2' tam Li k 21=11 Raj �J /�ri Tr i 1:241 goal •ILIA MILT Mill ILEA Kin KUM KM ILLIA t 1I CAM M.::17 KILN MILl _ T: T T. T. COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C FTL -1989 8FTL3740 A. 5/18" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/18" LAMI I.G. - 1/8"HEAT STRENGTHENED, 318" SPACE, 6/18 LAMI 1l8"HEAT STRENGHTENED, .090 PVB, 1/8"ANNEALE Z WW HEIGHTS WINDOW WIDTHS 74.000 86.7 -75.0 68.2 -58.2 51.3 •61.3 44.2 -44.2 37.4 47.4 38.8 -36.8 38.1 - 38.1 35.5 - 35.6 34.8 -34.8 • 4 P TI - 1 Y _ _ = Z, UT: B. 5/18" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/18" LAMI 1.0. -118 "HEAT STRENGTHENED 3/8" SPACE, 6/18 LAMI 1/3"HEAT STRENGTHENED .090 PVB, 118"HEAT STRENGTHENED WIDTHS ULNA IL.AAI P`�rT1r[�;;.�'� 1111LAIL:i• '� 1'�.1j,' � � { � ,' 1a- � - {',� �71�r�1�1,''' � r.' �7 ifv'�l��aJ_ ;'.' IIIK 1 1 [_{ ' '' 1 1 1 t�. {G:l,' L - .0 ,' LJiI 111 Mi6I lair `� Mal i CAS M 11 i i 1/ ( M a i I I M all 1�1 Mall .iii L 1 L k laL1 1 66. Ma LAM AM i LIM cam ll t 24111 A ML• ; l [ Mall CLL. i /7 t:� �!LL+�i�.11 ILIA L ./ G2/ Mal ILIA Mai ULM L��/ �7�.' 1 1.1 1 ��T�� L L l R k]I�J-� CUM 1LFJ Lai M i r ; X I !]J : K MITI CM Mkt] r �:AJ J ILIA � E -- l• .0 /' I ai Ikkil :T.• 11'1 L 1r.YJ t I LIJ L Kai • mai L1l �MY/ tail I Mai iiFI M a ] C 3 1 - 5.0 L.I/ Maa L Ia/1 C A!M i 4.11 i 143 /! J L J dJ ta/ Mal CM -7 .0 Kai -75.0 CAM Mai Mal EMI Mai L I J X J L /JJE 71Vaal U M Mill 0. • NOTES; A. NEGATNE DESIGN LOADS BASED ON 1E.bttu PRESSURE AND GLASS TABLES ASTM E 1300 -08 (AND ASTM E 1300 -94 OUTSIDE MWA -DADE COUNTY). 8. POSRNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 - 08 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. r . et ., PS 234/12 nudist • :l 1i 1 1.t1 1070 M01501213. IL TECIVIOLCar 34275 P.O. !WI 1� rglow& n 3437• fiYM it/ 2J 03 WWI lp O. /02 18/98 TAr4 21 omas! s..lr s..r HS -pro I NTS ? • 6 GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW 4112 ra 1/8' HEAT STRENGTHENED GLASS .090 SAFLEX KEEP/SAFE MAXIMUM © OR DUPONT PVB INTER LAYER 1/8' ANNEALED OR HEAT _ STRENGTHENED GLASS 3/8' A9t SPACE 1/1r STRFNTHFNED -+-- GLASS 0 0 S /18' UMINATED -+ 13/18 PAM. i* GLAZING DETAILS: 13/16' 1,825) LG, REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/2' _ GLASS BRE TYP. INSIDE OUTSIDF 1/8' ANNEALED G. SS 2 090 99tER DYER ( DUPONT w/BUTAcRE OR SAFLEX /ICEEPSAFE MAXIMUM) a I / 2 © ri, INSIDE d L 004. P.E. PE 432717 dinzassi --1/8' ANNEALED GLASS MOM IMMO GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS M WNW* Oft • 1;Lli �IJL 1070 71C,510L00Y oft' NOKOWS, R. 34275 P.0. 90X 1525 NIKONS. 41 34274 F.K. MOW 4P F.K. saw • QUTSIDE 29/ 23/03 - /02 p.m mm Qf 18/98 e11 2' r� l/2 ant INSIDE 6 1/8' HEAT I STR D GLASS 1/8' HEAT STRENGINDED GLASS NT la CUSS to w F - A ME E-ADD 13110 1.G MC CLASS me SECTIONS & GLAZING DETAILS .090 OMER LAYER (DUPONT BUTACITE OR SIILEX /KEEPSAFE W•WM) ALUMINUM HORIZONTAL SLIDING WINDOW ► s -7 0 I B NTS 3 a 6 I 4112 ' G VFRTI(:AI SECTION MAX. WIWI. EXTERIOR MAX. OA L CV* P.E. Ilmuolueml HORIZONTAL SECTION M X. DAYLIGHT OPINING '. amoucr woo SECTIONS & GLAZING DETAILS ' ALUMINUM HORIZONTAL SLIDING WINDOW IA. BOX ts2y NOKOMIS. A. 34274 MS-710 I NTS I � 4 M 6 1 4112 APPROVED 'I " ' W000 BU ; (SEE NOTE 4.) ...; z/3/16' TAPCON (SEE NOTE 1) TYPICAL HEAD' SECTION SUBSTRATE ANCHORING £13/16' TAPCON (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX. SHIM 1 1/4" MIN. 1/4" MAX. SHIM TYPICAL HEAD SECTION WOOD ANCHORING &112 W000 SCREW APPROVED 2x W000 BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING ©3/' 6' TAPCON (SEE NOTE 1) 1/4' MAX. SHIM 1 I/4' MIN. 1/4' MAX. SHIM Lio OMM PS, PE UM aruolurai NOTES: 1. USE ONLY MIAMI — DADE COUNTY APPROVED ELCO TAPCONS. 2. REFEROMCE TEST REPORT: FIL -1069 FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL 4. INSTALLATION OF 1 x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING ' r *oKOMIS, PL 34410 P.O. tOX 1424 WOWS, s. IL 34274 1 1/4' MIN. 1/4' MAX. SHIM 112 W000 SCREW 3/03 4/03 pp� /0Z z/16/98 APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING 1 1)4" MIN. ANCHORAGE taw ALUMINUM HORIZONTAL SLIDING WINDOW t F . _ AMMO .062 2.784 • --� �-- .737 iO FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 -~j F+-- .678 .050 ® 5/16' GLAZING BEAD 6063 -T5 ALUM. 1.187 j! 2.074 .062 --01 }+- .705 p FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 6c FTL -3740 L 1.187 1 4 1.403 20 FIXED MEETING RAIL 6063HS -T54 ALUM. .062 -- II III- .723 .688 --0 .1 f■T WIND LOAD ADAPTER 6063 -T5 ALUM. .062 .062 1.183 1.349 a 0 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 1.373 le =711 11ua ral .062 1.187 1.081 -+{ k - t O SASH MEETING RAIL 6063HS -T54 ALUM. .062 1.273 2.710 - ••1 � ()FLANGE FRAME HEAD 606.3-T5 ALUM. 1.097 1 .050 J ® 13/16" GLAZING BEAD 6063 -T5 ALUM. +070 ItCP7101.00Y 01 NOK0111. R 34275 P.O. PDX 1521 NOIla16. R 34274 L .062 - I 2-9-1 --+� 1.970 1.- SASH SIDE RAIL 6063 -T5 ALUM. .062 - +h-- 2.094 1.122 k• 1 2.710 -0.i O FLANGE 063 FRAME SIL EL b377f 1 -M7 criG 1MS SI1I 23 03 FINAMISARIViMAI F.K. 1 2/01 EXTRUSION PROFILES 1.349 ALUMINUM _HORIZONTAL SLIDING WINDOW am r�so NTS 6 • 6 I � 4112 [ G • MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Outswing Aluminum Casement Window mulled to Fixed Window APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision on 3111/03, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 t .;g ' i , est of the Building Official. This NOA consists of this page 1 as well a al t mentioned above. The submitted documentation was revi 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 02-1219.05 1 Lion Date: April 24, 2008 Approval Date: Apra{ 2.4, 2003 Page 1 NOTES: NON - IMPACT WINDOWS 1. GLAZING OPTIONS: A 3/16 "ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/71.G. GLASS (1/8' ANNEALED, 1/4" SPACE, 1/8" ANNEALED) D_ 1/8" ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI-DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR CONFIGURATIONS SEE SHEET 4. E. FOR 'XX' CONFIGURATIONS SEE SHEET 5. F. FOR 8- "XOX" & "0" CONFIGURATIONS SEE SHEET 6. G. FOR 14-1 "XOX" &'XO" OR "OX° CONFIGURATIONS SEE SHEET 7. 14. FOR UNEQUAL LITE "XOX, "XO" & "OX' CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (ALSO SEE SHTS. 2, 3 & 12) HEAD & SILL: MAX. 4' FROM CORNERS MAX. 4' & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2' SPACING ON VENTS MAX. 13" SPACING ON FIXED UTE (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4"-FROM CORNERS MAX. 13' SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: FOR GLAZING OPTIONS A, C, AND 0, #12 SCREWS OR 3/16' TAPCONS MAY BE USED. FOR GLAZING OPTION B, #14 SCREWS OR 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE DESIGN PRESSURES SHOWN IN THE TABLES. F USING #12 ° SCREWS OR 3/16" TAPCONS WITH GLAZING OPTION 8, THEN THE ALLOWABLE DESIGN PRESSURES ARE LIMITED TO THOSE GIVEN IN THE RESPECTIVE TABLES FOR GLAZING OPTION C. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL -3584, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. i CONFIGURATIONS OPTIONS X 0 0 x 0 UNEQUAL LUTES Q UNEQUAL LUTES UNEQUAL LUTES X 0 1/8' ANNEALED (DSB), 3/16' ANNEALED OR 3/16' TEMPERED GLASS 1/2' I.G. GLASS (1/8"A,1/4" SPACE,1/8 "A) cE) .650' NOM. GLASS BITE 1/8' OR 3/16" GLAZING DETAIL 4 1/2' I.G. GLAZING DETAIL .650" NOM. 1 GLASS BITE NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2-3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 At t *lib us glidaaplite -711 biked . .e Casket Mona or Ow **low F.K. 3111/03 A REVISE ANCHORAGE NOTE 4 By OM, 1: F.K. 1070 TECI NOLOOY ORIYE NOKOQIIS, FL 34270 r .0. 00X ra29 NOKOMIS, FL 34274 NOTES AND GLAZING DETAILS 44.4d 4r 0,": are 12/12102 admit Or Ow' 1 ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-640 Ike* Mort NTSI 1 M 12 7045-8 A Lunn A. Tumor. P.E. Fi 451201 Mechanical [-1 1/2* CENTERLINE 1 112' - ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL ""\ TYP. (2) 13" MAX. O.C. 4' MAX. 4" MAX. �-- ANCHOR LOCATION TYP. MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ■ r \ \ 4' MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134° MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / ../ r 4' MAX. 4 13' MAX. O.C. i 4' MAX. 30" MAX. 53' MAX. 30' MAX. DAYLIGHT DAYLIGHT DAYLIGHT OPENING OPENING OPENING �--� � I .. I X 0 • X 56" DAYL OPE 37" MAX. VENT TYP. ELEVATION 'A" - 63" HIGH '70X" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) MEN SEE MEETING RAIL DETAIL TYP. (2) I I \�_�/ 4' MAX. —.-I +— I 141/2' MAX. O.C. TYP. ELEVATION 'B° - 63" HIGH'XX' (SEE SHEET 5 FOR PRESSURES) GHT Z ING 63' MAX. HEIGHT 1 74" MAX. WIDTH DAYLIGHT OPENING 1 13' MAX. O.C. \ -- - / 1--- -- 141/2" MAX. O.C. VENT HEAD & SILL ONLY j 60' MAX. FIXED L— SEE MEETING RAIL DETAIL TYP. (4) 1 56' MAX. DAYLIGHT OPENING 63" MAX. HEIGHT u, w tw s �iiv�iJr �M.raar Aww y: F .K. Mod Or ti..a OM 3/1 t103 a.wr.. A Oar: Or� One, s F.K. ,2g2A,2 r.n+nr.: ammo Or REVISE ANCHORAGE OM: 1070 TECHNOLOGY CRIYE NOKOAIS, FL 34273 P.O. SOX 1329 NOKOMIS, R. 34274 c; _1 I ": Visibly Better orMlr "XX" & 'XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT ree a e a.- ar ar C4-640 I NTS 1 2 a 12 I 7045-9 I A Lucas A. Tumor. PE. PE 158201 wore ical SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 32" MAX. WIDTH 37' MAX. WIDTH 60' MAX. WIDTH 25" MAX. 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT DAYLIGHT OPENING OP ING OPENING 4' MM. 65' MAX. DAYLIGHT OPENING 72" MAX. HEIGHT 1412' 4" MAX. 1 1 MAX. O.C. ELEVATION "C" -72 HIGH SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. L__ 4" MAX 4" Ptuk L 97" MAX. WIDTH 56' MAX. DAYLIGHT OPENING 30' MAX. 53 MAX. DAYLIGHT DAYLIGHT OPENING OPENING 63" MAX. HEIGHT 14 1/2" MAX. O.C. ELEVATION "0" - 63" HIGH 'X' (SEE SHEET 4 FOR PRESSURES) 4" MAX. 141/2" MAX. O.C. VENT 4" MAX. 1 \ / �-- -x-13" MAX. O.C. HEAD & SILL ONLY 37" MAX VENT 60' MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. • / / 1 1 56" MAX. DAYLIGHT OPENING ELEVATION "F" - 63' HIGH "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) 4' MAX. 4" MAX. ELEVATION "E" - 63" HIGH "O" (SEE SHEET 6FOR PRESSURES) 1--- .x--13" MAX. O.C. SEE MD -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) SEE MEETING HEIGHT RAIL DETAIL SHT. 2 TYP. (2) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT p es eallOilag *16 6° maid ' 34 _% . F.K 3/11/03 A REVISEANCHO.AGE 44 91"744 ar IbiYa arodb "T= cow F K. 12/12,02 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O.00X 1J20 NO KOMI3. FL 34274 Visibly Better Marlow " X " "Cr, "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-&10 I 147S II " 12 I°""" 7045 -9 I A lust A Tumor, P.E. PE 0.5!201 IltWnlfal COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3579, FTL X581 FTL -3585 FTL -3 ;, FTL -3590 FTL -3591 cWi 1 G • ' • 1 - : 3116 1 1 ' • T1;" 7 - E - ' ' C. ' .c.(1 /8" 1 1 • ell 1 , 4' .. . .11 j.1 • X" W I 19.125 1a1o1 HEIGHT 26.000 31.000 36.0021 38.375 43.000 48.000 50.625 54.000 57.000 80.000 83.000 88.000 69.000 72.000 NEG -120.0 POS :.7 NEG - 20.0 POS NEG - 0.0 P03 8. NEG -119.5 P08 7 . NEG -11 .0 P08 7 . NEG P08 -- . 78. NEG -91. POS 76. NEG •• POS 8. NEO POS • 9.. 8.7 NEG PDS - 4. NEG • POS •.1 NEG T• 4 POS • •.4 NEO POS NEG ?s I POS . •. -210.0 78.7 -210.0 78.7 -210.0 78.7, -210.0 78.7 -210.0 781 -210.0 78.7 -205.4 713.7 78.7 -177.8 78.7 -187.2 78.7 -167.8 78.7 1 78.7 -141.1 -138.1 78.7 C -135.0 76.7 -135.0 76.7 -135.0 78.7 -133.3 78.7 -123.0 78.7 - 112.0 78.7 -104.8 78.7 •96.9 78.7 -90.7 76.7 -85.3 76.7 -80.6 78.7 1 88.4 -83.1 -80.0 80.0 2 D0 28.500 30.000 `�• 32.000 A -95.1 78.7 -95.1 78.7 '78.7 -95.1 78.7 -95.1 78.7 -88.5 78.7 -78.2 76.2 -71.1 71.1 ' •71.1 71.1 - 88.4 68.4 -62.2 82.2 -58.8 58.6 1 55.3 -52.� -49.8 49.8 B -210.0 78.7 .210.0 -210.0 76.7 -210.0 78.7 -199.2 76.7 -171.5 76.7, - 160.0176.7 - 180.1 76.7 -149.3.78.7:140.0 -131.8 -131.8 78.7 1 78.7 -117.1 -112.0 o o -118.8 78.7 -118.8 78.7 -109.1 76.7 -100.0 78.7 - 85.4 . 78.7 -75.9 75.9 -70.7 70. 70.7 -87.6 87.8 - 84. _76.7 64.6 41.1 61.1 - 58.8 58.8 1 ! 1 ! 7 ; ! i I 1 (A O An H � I I I J ~ � ~ P I -52, -48.1 -109.2 78.7 0 It I *1 aNI 49.8 2 78.7 44.5 41.9 37 4 38.3 392 70.0 -78.0 78.7 •78.0 78.7 -78.0 76.7 -78.0 76.7 -78.0 78.7 -71.5 71.4 -88.6 68.4 41.0 80.9_ - 58.3 58.3 -57.9 57.9 - 54.4 54.4 1 -175.5 78.7 -175.5 78.7 -175.5 76.7 -175.5 78.7 -175.5 76.7 -180.9 78.7 -149.6 78.7 -137.2 76.7 -131.2 76.7,-130.2 78.7 -122.3 78.7 1 -97.5 76.7 -97.5 78.7 -97.5 76.7 -94.4 76.7 42.5 78.7 -71.1 71.1 -66.8 68.0 - 80.9 80.9 - 65.5 55.5 -51.5 51.5 -46.6 49.6 s -48.7 •44.2 44.2 -61.9 61.9 - 60.8 60.8 - 60.8 60.8 40.8 60.8 40.8 60.8 - 60.8 60.8 -60.8 60.8 - 55.6 55.6 - 52.3 52.3 -48.8 48.8 -45.7 45.7 -45.5 -139.4 78.7 -138.9 78.7 -138.9 78.7 -138.9 78.7 -136.9 78,7 -138.9 78.7 -138.9 78.7 -128.7 78.7 -117.6 78.7 -109.8 78.7 -102.9 76.7 - 102.4 - 99.6_78.7 -77.4 78.7 -76.1 78.1 -78.1 78.1 -78.1 78.1 -76.1 78.1 - 87.9 67.9 -63.0 63.0 - 57.2 57.2 - 52.5 52.5 -48.3 48.3 -45.5 45.5 -42.4 -40.2 - 40. -90.0 40,2 40_0 70.0 55.4 - 53.5 53.5 -53.5 53.6 -53.5 53.5 -53.5 53.5 - 53.5 53.5 -53.5 53.8 •62.9 52.9 -49.4 49.4 - 48.7 48.7 -43.8 43.8 -40.0 -124.7 76.7 -120.4 78.7 -120.3 78.7 -120.3 78.7 -120.3 78.7 - 120.3 -120.3 78.7 -120.3 76.7 -112.9 78.7 -105.2 76.7 -98.5 78.8 -90.0 C -89.3 69.3 -68.9 66.9 -86.8 68.8 _ -66.8 68.8 -88.8 68.8 -65.8 85.6 -81.8 81.8 - 58.1 58.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 -40.0 40.0 -39.3 39.31 - 38.2 36.2 34.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 '47.1 - 44.0 44.0 -41.1 41.1 wpp,..ol t.. , wn► tl,. . •,..2127, Q . f�ou .t�t%sN • Mud ■ • e � 1 .. B -112.8 78.7 -107.4 76.7 -108.6 78.7 -106.6 78.7 -108.6 , 76.7 -108.6 78.7 -106.8 76.7 -108.6 78.7 - 108.6 75.7 -101.4 78.7 -94.7 73. C - 62.7 82.7 49.7, 59.7 -59.2 59.2 -59.2 59.2 -59.2 , 59.2 -59.2 59.2 -59.2 59.2 •55.7 55.7 - 52.1 52.1 -49.0 49.0 -46.2 36.000 A -45.8 45.8 -43.1 43.1 - 42.3 -42.3 42.3 - 42.3,42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 - 42.3 42.3 -42.1 42.1 -39.7 .18.2 39.7 B -103.0 76.7 -98.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 - 95.1 -95.1 73.9 -95.1 73.9 - 95.1 73.9 -95.1 73.9 -91.5i1.1 -45.7 45.7 C -57.2 57.2 - 53.953.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 62.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 - 48.5 48.5 37.000 A •43.9 43.9 -41.1 41.1 -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 X 40.0 -40.0 40.0 -39.2 39.2 B -98.7 78.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 _ C_ - 54.8 54.8 - 61.4 51.4 -50.0 60.0 40.0 50.0 - 50.0 50.0 - 50.0 50.0_ -60.0 50.0 -50.0 50.0_ -50.0 50.0 -48.1 48.1 - 45.2 45.2 COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL -3588 GLAZING OPTION: D. 1/8" ANNEALED HEIGHT X " 2.000 31.000 = .000 T .375 3.... , � , T , • : .. , , * . . 7. • • • ; . • • V� : <.0 s`• WIDTH NEG __ POS NEG POS NEG POS NEG POS NEG PO NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 D - 5 . 57.6 - • 7.8 57. - - • .6 C 3 11111- 1 a / L 7 I l r A L I t b 3 fi b ] C tt 7 - 0. [ 1 Kai CE CKU J. ] -4 .0 -37.4 DE 37.4 Iffa4 -35.2 .1 35.2 21.500 0 .45.8 45.6 -45.8 45.6 -45.6 45.6 45.8 45.6 -45.6 45.6 I-45.13 45.6 -45.6 45.8 .42.5 42.5 - 39.8 39.8 24.000 D - 38.6 36.6 - 38.8 36.6 - 38.6 38.8 - 38.6 38.6 -36.6 38.6 - 38.6 36.8 - 38.8 38.6 - 36.6 38.6 - 35.9 35.9 -33.9 33.9 - 32.3 32.3 26.500 D -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 -28.7 28.7 -27.5 27.5, X 342.x3 . mm A Tumm. P.E. PE 1158201 midmical PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. we b: o+ '"tD1 ter.• " ADDED NOTE to?o 1Ec *' OGr O WE a ra P.a Box mn NOrfQ11RT, fl PM YuiblY Bettor - PRESSURES- X CONFIG. WINDOWS R '. T. a m o.r: 111.61•11R ALUMINUM CASEMENT WINDOW, NON - IMPACT �+ F K 1 - nr t+� GFNO 1 NTS 1 4 r 12 I °""" 7045-9 I A COMPARATIVE ANALYSIS HEIGHT TEST REPORTS: FTL -3579 FTL -3590 FTL3591 48.000 53.125 57.000 60.000 64.000 72.000 74.000 31D00 NEG POS -120.0 78.7 -210.0 76.7 36.000 N T 9 'NEG POS NEG POS NEG -120.0 78.7 -120.0 76.7 -105.5 POS NEG POS NEG 76.7 -91.9 78.7 -88.0 410.0 78.7 -210.0 76.7 -210.0 78.7 :208.7 76.7 -193.6 ' -135.0 78.7 -135.0 78.7 -131.9 76.7 -114.8 76.7 -107.6 -118.5 76.7_-110.9 78.7 -95.0 76.7 -82.2 78.7 -76.8 410.0 76.7 -210.0 76.7 -210.0 76.7 -185.0 78.7 -172.8 -119.3 76.7 -110.4 76.7 •97.5 76.7 -88.7 76.7 -85.9 -95.1 78.7 -95.1 78.7 -88.5 76.7 -78.2 78.2 -71.0 -210.0 78.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -159.9 -109.1 78.7 -100.0 76.7 -85.4 78.7 -75.9 75.9 -70.7 -77:8 76.7 -77.6 78.7 -77.8 78,7 -71.4 71.4 -66.4 -174.8 76.7 -174.8 78.7 - 174.6 78.7 -160.7 78.7 -149.4 -97.0 78.7 -94.3 78.7 -82.4 76.7 -71.0 71.0 -88.4 - 67.4' 67.4 -67.4 67.4 -67.4 87.4 -87.4 87.4 -83.5 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 78.7 -142.9 -84.3 78.7 -84.3 76.7 -80.5 78.7, - 69.0 69.0 -64.3 - 80.8 60.8 -60.8 60.8 -60.8 60.6 - 60.8 80.8, -60.8 - 138.9, 76.7 -138.9 76.7 -136.9 76.7 -138.9 76.7 -136.9 -76.1 76.1, -78.1 78.1 -76.1 78.1 -67.967.9 -83.0 - 53.6 63.6 - 53.5 53.5 - 53.5 63.5 - 53.6 -63.5 -120.3 76.7 -120.3 78.7 -120.3 78.7 - 120.3' 76.7 -120.3 -66.8 66.8 - 66.8 86.8 - 68.8 66.8 -65.6 65.6 -81.8 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 -106.8 76.7 -106.8:78.7 -106.8 76.7 -108.6 76.7 -106.8 - 59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 69.2 -59.2 - 42.3 42.3 -42.3 42,3 -42.3 42.3 -42.3 42.3 42.3 -95.1, 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 POS NEG TPOS NEG POS NEG POS 76.7 - 79.6 78 -T4.6 74.8 -70.1 70.1 76.7 -179.0 76.7 -187.7 78.7 -167.8 78.7 -149.0 78.7 -99.4 X 76.7 -93.2 47.7 76.7 -82.8 76.7 -70.8 70.8 - 68.2'68.2 42.2 82.2 48.6 78.7 -159.4 78.7-149.0 76.7 -139.9 76.7 -131.9 78.7 -84.0 78.7 42.4 „ 78.7 -77.7 78.7 -73.3 '71.0 45.3 86.3 -81.0,81.0 -57.2 57.2 -53.8 76.7 -147.0 76.7 - 137.276.7 -128.6 76.7 -121.1 70.7 -67.6 67.6 66.4. - 80.9 60.9 76,7 -137.0 78.7 66,4 -80.8 60.8 83.5 - 58:1 58.1 76.7 - 130.8'78.7 64.3 -58.6 X 58.8 60.8 -65.6 55,8 76.7 -126.7 78,7 63.0 -57.2, 57.2 53.5 -52.9 52.9 76,7 -120.3 78.7 NEG 46. ,�w WIDTH A 37.000 B 43.000 68.000 F.K F.K. B C A c A B C A -77.6 B -174.7 C -97.1 A -67.9 B C A B C A B c A B C A B c A c Orr 3/+103 26.000 - N EG POS -120.0 76.7 -210.0 76.7 -135.0 -118.6 -210.0 -135.0 -95.1 -210.0 -118.8 -152.9 -84.9 -61.9 -139.4 -77.4 -55.4 -124.7 -69.3 -50.1 -112.8 -82.7 -45.8 -103.0 -57.2 -43.9, -54.8 Araisay A Orr Orr Now 1211201 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 78.7 78.7 67.9 78.7 -1 78.7 61.9 76.7 76.7 55.4 78.7 89.3 50.1 76.7 62.7 45.8 78.7 57.2 43.9 76.7 54.8 -135.0 -118.5 -210.0 -135.0 -96.1 -210.0 -118.8 -77.8 -174.8 -97.0 -67.4 -66.9 -47.7 -107.4 -59,7 -43.1 -96.9 -53.9 -41.1 -92.4 -51.4 faded IT -84.3 76.7 -60.8 60.8 -136.9 76.7 -76.1 76.1 -53.5 53.5 -120.4 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76. 76.7 76.7 76.7 67.4 76.7 66.9 47.7 76.7 69.7 43.1 76.4 53. 41.1 -40.0 71.9 -90.1 51.4 -50.0 40.0 70.1 50.0_ 38.375 -40.0 -90.0 -50.0 40.0 70.0 60.0 AOOED NOTE Orr 43. -40.0 -90.0 -50.0_ 000 40.0 70.0 50.0_ 48.000 -40.0 -90.0 -50.0_ NI 1070 TECHNOLOGY NE N KOMIS, Ft 34275 l(1 P.O. X 1529 M NO ll. R 34274 40.0 70.0 60.0_ 60.62 40.0 -90.0 -50.0 5 ,61.6 -68.1 56.1 47.4_ -47.4 47.4 76,7 -108.6 78.7 -106.6 69.2 - 55.7 55.7 42.3 -42.3 X 42.3 73.9' -95.1 73.9_ 52.8 -52.8 5 2.8 -40.0 40.0 70.0 60.0 BCC Visibly Better 64. -90.0 -50.0 000 57.000 -64.6 -56.7 -127.6 -55.4 -54.1 -121.6 -53.7 -52.3 -117.6 -52.5 -49.4 -112.9 -51.1 - -52.1 -42.3 -95.1 -51.4 40.0 -40.0 70.0 -90.0 50.0 -50.0 64.6 56.7 76.7 55.4 54.1 78.7 53.7 52.3 78.7 52,5 49.4 78.7 51.1 47.1 78.7 52.1 42.3 73.9 51.4 40.0 70.0 60.000 41.1 -63.1 -119.4 -51.5 -50.5 -113.6 -48.8 -44.0 -101.4 -49.0 -42.1 -95.1 -48.5 -40.0 -90.0 '50.0' -48.1 81.1 53.1 76.7 51.5 50.5 78.7 -49.5 49.5 -48.8 48.8 -109.8 76.7 - 48.3 48,3 -46.7 46.7 105.2 78.7 48.8 44.0 76.7 49.0 42.1 73.9 48.5 40.0 70.0 48.1_ 63. -58.8 -49.9 -112.2 -49.4 -47.4 -108.7 -45.8 -45.7 -102.9 -45.5 -43.8 -98.5 -45.9 -41.1 -94.7 -46.2 -39.7 -91.5 -45.7 -39.2 -90.0 -45.2 000 POS, 2 682 76.7 76.7 68.6 78.7 73.3 53.8 76.7 58.8 49.9 78.7 49.4 47.4 76.7 45.8 45.7 78.7 45.5 43. 78.6 45.9 41.1 73.7 46.2 39.7 71.1 45.7 39.2 70.0 45.2 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 4r�r. PRESSURES - XX CONFIG. WINDOWS Lair ALUMINUM CASEMENT WINDOW, NON- IMPACT ammire 0 . •6 4 0 N T S I 5.12 r e"' 7045-9 I A X X Dale !WAS MIL Approvals , 4V1 &If?t!ewn 3424 Lucas A Tumor, P.E. PE 688201 Meammal 36.000 72.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 C A 74.000 � B - C A 79.000 B C 84.000 90.000 96.000 101.000 108.375 108.000 111.000 114.000 117.000 120.000 A B � C A ,8 B C A C A C A B C A C A 26.000 31.000 NEG PO8 NEG -90.3 76.7 -85.0 - 210.0 78.7 -210.0 - 90.3 76.7 -85.0 -88.6 78.7 -81.0 - 210.0 -210.0 - 88.5 76.7 -81.0 -78.4 781 -72.8 -210.0 76.7 -210.0 -78.4 76.7 -72.6 -71.8 71.6 -65.7 -210.0' 76,7 -197.2 -71.6 71,8 - 65.7165.7 - 84.9 64.9 -59.0 59.0 -194.7 76.7 -177.1 76.7 59.0 53.8 - 64.9 64.9 -59.0 -59.3 59.3 -53.6 -178.0 76,7 -160.8 - 59.3 59,3 -53.6 - 55.4 55.4 -49.8 -168.2 76,7 -149.3 - 56.4 55.4 -49.8 -51.7 51.7 -46.2 -155.0 76,1-138.7 -51.7 51.7 -46.2 - 507 50.7 -45.2 -152.0 78.7.-135,7 - 50.7 50.7 -45.3 - 48.9 48.9 -43.5 -146.8 76.7 -130.6 -48.9 48.9 -43.5 -47.2 47.2 -42,0 -141.6 78.7 -125.9 -47.2 47.2 -42.0 - 45.6 45.6 -40.6 -136.9 76.7 -121.5 -45.6 45.6 -40.5 - 44.2 44.2 -39.1 -132.6 76.7 -117.4 - 44.2 44.2: -39,1 PO9 76.7 76.7 76.7 76.7 78.7 76.7 72.9 76.7 72.4, 65. 761 76.7 53.6 49.8 76.7 49.8 48.2 76.7 48.2 45.2 76.1 . E 43 76.7 43.5 42.0 76.7 42.0 40.5 76.7 40.5 39.1 36. 38.375 43.000 NEG POS NEG POS NEG POS, NEG -76.1 76.1 -70.7 70.7 - 83.2 83.2 -55.6 -210.0 76.7 -210.0 78.7 -210.0 78.7 -183.2 -83.3 76.7 -79.3 78.7 -69.3 69.3 -81.1 - 73.8 73.6 -69.3 69.3 - 61.8 -64.5 -210.0 78.7 -210.0 78.7 - 210.0 - 180.5 -78.9 76.7 -77.6 76.7 - 88.7 68.7 180. 2 - 68 68.8 - 66.0 68.0 -58.9 68.9 -51.9 -209.3 78.7 -207.8 78.7 -207.5 78.7 -174.6 -69.8 89.8 -89.3 89.3 - -54.5 68.8 -58.2 -62.5 62.5 -61.7 81.7 -56.1 56.1 -50.2 -187.5 78.7 -185.1 78.7 -183.7 78.7 -169.9 -82.1 82.5 -61.7 61.7_ -81.2 61.2 -55.7 - 55.8 55.6 - 54.5' 54.5 -52.8 62.8 -48.1 -166.7 76.7 -183.5 76.7 -160.3 76.7 -160.0 - 55.6 - 54.6 64.5 - 53.453.4 -52.9 - 50.0 50.0 - 48.8 48.8 -47.4 47.4 -46.4 -150.0 76.7 -146.5 78.7 -142.2 76.7 -140,8 - 50.0 50.0 -48.8 48.8 -47.4 47.4 -48.9 - 46.2 46.2 - 44.9 44.9 - 43.3 43.3 -42.5 - 138.6, 76.7 - 134.8.76.7 -129.9 78.7 -127.4 - 46.2 46.2 - 44.9 44.9 - 43.3 43.3 -42.5 -42.6 42.6 -41.4 41.4 -39.8 39.8 -38.5 -127.9 76.7 -124.2 76.7 -118.9 76.7 -116.8 -42.8 42.6 -41.4 41.4 -39.6 39.6 -38.5 -41.7 41.7 -40.4 40.4 - 38.6 38.6 -37.5 -125.0 76.7 -121.3 78.7 78.7 -112.5 -41.7 41.7: -40.4 40.4 - 38.6 38.6 -37.6 .40.0.40.0 - 38.8 38.8 - 38.9 36.9 -35.7 -120.0 76.7 -116.3 76.7 -110.8 78.7 -107.1 - 38.5 38.5 -37.2 37.2 - 35.4 35.4 -34.1 -37.0 37.0' - 35.8 35.8 - 33.9 33.9 -32.6 -111.1 76.7 -107.76.7,-101.8 4 76.7 -97.8 -37.0 37.0 - 35.8 35.8 - 33.9 33.9 -32.6 - 35.7 35.7 - 34.5 34.5, -32.6 32.8 -31.3 39.1 7 - 78.107.1 78.7 -103.4,78.7 -97.9 76.1" -93.8 - 35.7 35.7_ -34.5,34.5 - 32.6 32.8 -31.3 POS NEG POS 55.8 - 62.1 62.1 78.7 -169.7 78.7 61.1 - 58.8 56.6 64.5 - 51.0 51.0 78.7 -157.0 78.7 9 80.2 -55.7 55.7 61.9 - 49.2 492 78.7 -161.2 78.7 58.2 -53.7 .7 40.2 - 47.3 47.3 78.7 -156.4 78.7 52.9 - 50.5 50.6 48.4 -43.8 43.8 76.7 -140.6 78.7 48.9 - 48.9 46.9 42.5 -42.3 42.3 76.7 -127.0 78.7 42.5 -42.3 42.3 38.5 - 38.3 38.3 78.7 -114.8 78.7 38.5 -38.3 38.3 37.5 -37.2 37.2 78.7 -111.5 76.7 37.6 - 37.2.37.2 3 35,7 - 35.3 35.3 _ 32.8 42.1 32.1 .1 76' -98.4 75.0 9 -32.1 32.1 31.3 - 30.8 30.8 72.9 -92.3 71.8 31.3 30.8 54.000 57.000 NEG POS NEG -48.4 48.4 -45.3 -155.0 76.7 -143.9 -51.7 61.7 -48,0 -47.6 47.5_ -44.4 -152.4 75.7 -141.4 - 50.8 50.8 r -47.1 -45.5 45.5 -42.8 -146.7 76.7 -135. 9 -48.9 48.9 -45.3 - 44.2 '44.2 -41.5 -141.9 78.7 -131.2 55.71 - 52.1 52.11,-47.3 -43.7 48.1 -45.8 45.6 -42.4 4.4 -40.1 78.7 -151.7 76.7 -137.2 76,7 -126.4 -45.7 46.7 -42. 1 -41.1 41.1 -38.9 -133.3 78.7 -122.5 -44. x -40.8 - 39.939.9 -37.7 -127.0 -119.8 -42.3 '42.3 -39,9 - 38.2 38,2 -38.6 -114.6 78.7 42.4 -38.2 '38_2 -37.9 -37.0 37.0 -38.2 -111.1 76.7 -111.1 -37,0 37,0 -37.0 - 35.1 35.1 -35.1 78.7 -106.0 78.7 -105.3 76.7 -106.2 7 -3 35.5.3 35.3 - 36.1 35.1 -35.1 34.1 -33.7 33.7 - 33.3 33.3 -33.2 76,7 -101.0 78.7 -100.0 76.7 -99.7 34.1 - 33.7 33.7 - 33.3 33.3 -33.2 -31.7 31.7 -31.6 -95.2 74.1 -94.7 -31.7 31.7 -31.8 - 30.3 30.3 -30.1 -90.9'70.7 -90.2 - 30.3 -30.1 POS 46.3 76.7 48.0 44.4 787 47.1 42.8 78,7 45.3 41.5 78.7 43 40.1 78,7 42.1 38.9 78,7 40.6 37.7 78.7 39 38.8 78.7 37.0 '36.2 78.7 37,0 35.1 76.7 - 40.0 40.0 - 38.8,38.8 - 36.9 36.9 -35.7 - 38.5 38.5 -37.2 37.2 - 36.4 35.4 -34.1 -115.4 76.7 -111.8 76.7 -106.4 76.7 -102.3 - 35.1 33. 78.7 33.2 31.6 73.7 31.6 30.1 70.2 30.1 -33 1 0 8 GLAZING OPTIONS: A. 3/16" ANNEALED 44.8 -42.0 COMPARATIVE ANALYSIS TABLE 4. smear B' `. C wi, F.K. Oar 1 2112!1? Noe O & " 3/2V-114 /1V-TEMPERED N WINDOWS C. 172"l.O. (1I8 "ANNEALED, "SPACE, NEd ED' HEIGHT 000 48.000 50.625 F.K Y11/03 .4 AODEO NOTE 1070 TECHNOLOGY °SIVE NOKOMIS, FL 34776 P.O. BOX 1628 NOKOLBS, FL 34274 Visibly Better -41.6 -131.9 -44.0 -40.3 -39.1 -38.9 -113.3 -35.8 -34.3 -107.5 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 60.000 63.000 NEG POS NEG P08 -42,1 42.1 -39.7 39.7 134.3 76.7 -125A 76.7 42.0 -33 -105.2 -34.4 .0 -99,7 -33,2 -31.6 41.8 76.7 44. 40. 47.8 -126.6 -118.4 8 -42.2 42.2 -39. - 39.1 39.1 -37.3 -121.9 76.7 -113.9 - 40.6 40.6 -38.0 -38.2 38.2 - 36.4 38.4 -117,2 78. -109.3 76.7 39.1 -38.4 36.4 78.7 36.9 76.7 -37.8 -35.9 -110.6 -36.9. 34.7 -108.1 34.7 76.7 37.8 35.9 76.7 36.9 35.8 34.3 76.7 35.3 33.6 76.7 34.4 33.0 76.7 332 31.8 -39.2 -123.8 -41.2 -35. -105,4 -35. -34. -102.7 -34.2 39.2 76.7 41.2 37.8 78.7 39.5 37. 78.7 38.0 35.1 76.7 35.1 34.0, 76.7 34.2 - 32.8 32.8 -100.2 78.7 - 33.4 33.4 -32.6 32. -99.5 76.7 33,2 33.2, -32.0 32.0 -98.3 76. -32,8 32.8, -31.4 31.1 -97,3 76.6 -31.9 31.9 -30.8 30.4 -94.7 73.6 -94.7 73.8 -31.6' 31.6 -31.0 31.0 - 30.0 30.0 -30,0 30.Q -90.0 70.0 -90.0 70.0 - 30.0.30.0 -30.0 30.0 PRESSURES 0 & 114-1124/4 XOX CONFIG, WINDOWS nft ALUMINUM CASEMENT WINDOW, NON - IMPACT ksMNrr a.! in.c C.44140 NTS l 8 • 12 rave. 7045-9 X O X O b 3 47,1'3 Lutar A. Turner, P.E. PE 836201 Methinks! COMPARATIVE ANALYSIS TABLE 5. "XD" I-AZI or "OX" 8 "1/3- 1/3-1i XOX" WINDOWS TEST REPORTS: FTL -3583 FTL- 331'0 FTL3584 ) "NCO" WIDTH 'X0X" WIDTH HEIGHT 28.000 31.000 38400 38..75 43.000 48.000 50.625 54.000 57.000 60.000 83.000 NEG POS NEC; POS NEG POS �NEG - POS NEG POS NEG POS NEG ,POS NEG POS NEG P08 NEG PO EG POS 37.000 55.500 A -120,0 76.7 - 120. 76.7 -109.0 78.7 -101.0 78.7 -87.1 76,7 -75.9 75.9 -71.1 71.1 - 65.7 65,7 -81.8 61.( -57.9 57.9 - 54.7 54.7 B -210.0 76.7 -210.0 76.7 -210.0 78.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 - 210.0 78.7 - 197.1 76,7 •184.7 76.7 -173.8 78. -164.1 76.7 C -120.0 76.7 -120.0 78.7 -109.9 76.7 .101.0 78.7 -87.1 78.7 -75.9 75.9 -71.1 71.1 - 65.7 65.7 -81.8 61.6 - 57.9 57.9 - 54.7 - 44.4 54.7 44.4 48.000 72.000 A -71,3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 - 58.7 58.7 - 54.0 54.0 - 50.4 50.4 -47.2 47.2 B -210.0 76.7 -210.0 76.7 -210.0 78.7 -210.0 76.7 -210.0 78.7 -188.9 76.7 -178.0 78.7 -161.9 76.7 -151.1 76.7 -141.7 78.7 -133.3 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 63.0 - 58.7 58.7 - 54.0 54.0 '52.9 - 50.4 50.4 -47.2 47.2 - 44.4 44.4 49.333 74.000 A -67.5 67.5 -87,5 87.5 -67.5 87.5 -87.5 67,5 -87.5 87.5 -61.8 81.8 -57.6 51.6 -52.9 -49.4 494 - 48.3 48.3 -43.5 43.5 B - 202.5 76.7 -202.6 78.7 - 202.5 78.7 -202.5 78.7 -202.5 78.7 -185.5 78.7 - 172.8 78.7 -158.8 78.7 -148.1 78.7 -138.3'76.7 -130.6 76.7 EE -87.5 67.5 -67.5 67.3 -87.5 87.5 - 67.5 67.5 -67.5 87.6 -81.8 81.8 - 57.6 57.6 - 52.9 52,9 -49.4 49.4 - 48.3 48.3 -43.6 43.5 53.125 - 58.2 58.2 - 58.2 58.2 -58.2758.2 - 58.2 58.2 - 58.2 68.2 - 58.2 98.2 - 54.8 54.8 - 50.350.3 -48.8 46.8 - 43.8 43.8 -41.2 41.2 79.688 B -174.7 78.7 -174.8 78.7 -174.8 78.7 -174.6 '76.7 -174.6 78.7 -174.8 ,78.7 -184.5 76.7 -150.9 , 76.7 - 140.5 -131.5 78.7 -123.8 78.7 C .2 58.2 •58,2 58. - 58.2_ 58.2 - 58.2 68.2 -58.2 58.2 .58.2 58. - 54.8 54,8 -50.3 50.3 -48.8 461 -43.8 43.8 -41.2 41.2 56.000 84.000 A -52.7 62.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 .52.4 52.4 -52.4 52.4 - 52.4 52.4 -48.8 48,8 -45.2 45.2 -42.2 42.2 -39.8 39.8 B -156.0 78.7 - 157.2 76.7 -157.2 78.7 -157.2 78.7 - 167.2 76.7 -157.2 78.7 -157.2 78.7 -145.7 76.7 -135.5 76.7 -128.7 78.7 -118.9, 78.7 39.6 C -52.7 62.7 -52,4 52.4 - 52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 62.4 - 52.4 52.4 -48.6 48.8 - 45.2 45.2 -42.2 42.2 60.000 90.000 A -48.5 48.5 -45.6 45.6 -45. - -45.6 46.6 -45.8 45.8 -45. - -45.6 45.6 -45.6 45.8 -43.2 43.2 - 40.3 40.3 -39.6 37. 37.8 B -139.4 76.7 -136,9 76.1 -138. -138.9 78.7 -136.9 76.7 -138. -136.9 78.7 -138.9 78.7 -129.5 78.7 - 120.9 76.7 -113.3 78.7 C - 48.5 48.6 - 45.8 45.6 -45. -45.6 45.6 -45.8 45.8 -45. -45.6 45.6 -45.8 45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8 64.000 96.000 A -41.6 41.8 - 40.1 40.1 -40. - 40.1 40.1 - 40.1 40.1 - 40.1 40.1 -40.1 ' 40.1 -40.1 40.1 -40.1 40.1 .38.8 384 - 36.2 38.2 B -124.7 76.7 -120.4 78.7 -120.3 78.7 -120.3 78.7 -120.3 78.7 -120.3 76.7 -120.3 78.7 -120.3 76.7 -120.3 76.7 -115.9 78.7 -108.5 78.7 -41.8 41.6 - 40.1 40.1 -40.1 40.1 ' . 7 Ic•Ili grls 40.1 -40.1 40.1 - 40.1 4 7 N gr 40.1 -40.1, 40.1 - 40.1 40.1 - 38.6 38.6 - 36.2 38.2 67.333 101.000 -38.2 38.2 - 38.5 36.5 - 38.2 38.2 - 38.2 38.2 - 36.2 38.2 38.2 -38.2 38.2 -38.2 36.2 - 38.2 36.2 - 35.0 35.0 -114,8 78.7 -109.4 76.7 -108.7 76.7 76.7 -108.7 78.7 : 108.7 78.7 78.7 -108,7 78.7 -108.7 76.7 -108.7 78.7 -105.0 78.7 C -38,2 38.2 -38.8 38.5 - 36.2 36.2 - 38.238.2 - 38.2 38.2 2 � - 3 5 . 0 70.917 106.375 A -35.2 36.2 -33.2 33.2 -32.7 32.7 -32.7 32.7_ .32.7 32.7 - 32.7.32.7 - 32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.1 -32.7 32.7 B -105.5 78,7 -99.6 76.7, -98.0 76.2 -98.0 76.2 -98.0 78.2 -98.0 78.2 -98.0 76.2 - 98.0 76.2 -98,0 762 -98.0 76.2 -98.0 76.2 C -35.2, 35.2 - 33.2 33.2 -32.7 32.7 - 32.7 32.7 -32.7 32.7 -32.7 32.7_ -32.7, 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 - 32.7 32.7 72.000 108.000 A - 34.3 34.3, -32.3 32.3 -31.7 31.7 -31.7 31.7 - 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.1 31.7 B -103.0 78.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1, 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 C - 34.3 34.3 - 32.3 32.3 -31.7 31.7 -31.7 31.7 •31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.1 31.7 74.000 111.000 A -32.9 32.9 - 30.8 30.8 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -904 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ,13 _ C -32.9 32.9_ -30.8 30.8_ - 30.0 30.0_ -30.0 30.0 - 30.0.30.0_ - 30.0 30.0 -30.0 30.0 -30.0 30.0 -3Q.0 30.0 - 30.0 30.0_ -30.Q 30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 1Yw1M F.K. Ame 5,7 Omni* F.K. or: A/11/0T Doc 5, Dar 112/1202 awrw: A awiow ta1Wd A00E0 NOTE Oft 1070 T CHNOLOOY ORt4 NOK0411. FL 34275 P.O. tlOir 'i 20 NOKOMIS. FL 34274 PRESSURES- XO, OX, 8 1/3- 1/3.1/3 XOX WINDOWS mr ALUMINUM CASEMENT WINDOW, NON - IMPACT laftsilbent Sur. CA-640 I NTS I 7 . 12 7045.8 1 3 X O X X O O X Appgroh as pylyi g with the :,f�� 1WM . eta:. R•- v� � »12,x Lucas A Tumor, P.E. PE 556201 hIschaniai COMPARATIVE ANALYSIS TABLE 8. 'XO" or "OX" 8 "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583 FTL4879 FTL3584 GLAZING OPTIONS: UT A 3/16" ANNEALED B. 3/18 EMPERED C. 1/2" I.G. (1/8" ANNEALED, 114" SPACE,, 118" ANNEALED) "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26.000 38.000 38.375 43.000 48.000 50.825 54.000 57.000 60.000 83.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A - 112.3)6.7 -87.1 76.7 -81.4 78.7 -71.6' 71.5 -62.4 62.4 -58,0 68,0 -53.2 63.2 -49.8 49.6 -48.4 48.4 -43.6 43.6 B -210.0 78.7 -210.0 76.7 -210.0 78.7 -210.0 78.7 -187.3 78.7 -174.1 76.7 -159.7 76.7 -148.8 78.7 -139.2 78.7,-130.8 78.7 C -112.3 76.7 -94.3 78.7 -88.3 78.7 -72.9 72.9 -62.4 82.4 -58.0 58.0 -53.2 -49.6 49.8 - 46.4 48.4 -43.6 43.8 86.919 24.000 38.919 A -71.3 71.3 -89.7 89.7 -68.9 66.9 -59.6 59.6 -52.3 52.3 -49,6 49.6 -45.9 45.9 '' -42.8 42.8 - 39.9 39.9 -37.3 -111.8 37.3 78.7 B - 210,0 -210.0 76.7 -210.0 78.7 -198.8 78.7 -166.3 78.7 -152.5 78.7 -138,8 78.7 -128.6_76.7 -119.8 78.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 - 66.5 -56.1 55.1 - 50.8 50.8 - 48.3 46.3 -42.8 42.8 -39.9 39.9 -37.3, 37.3 95.973 28.500 42.973 A ' -58.5 58.5 - 58.6 58.6 - 58.5 58.5 -54.9 54.8 -49.6 49.5 -46.7 46.7 -43.8 43.6 -40.5 40.5 -37.8 37.6 -35.1 35.1 B -175.6 78.7 -176.5 76.7 -175.5 78.7 -176.6 76.7 - 158.4 76.7 -145.6 76.7 -131,8 78. 7 -121.6 78.7 -112.8 78.7 -105.2 76.7 C -58.5 58.5 - 58.5 58.5 -58.5 X 58.5 - 58.5 58.5 -52.8 52.8 - 48.5 48.5 - 43.9 43.9 - 40.5 40.5 -37.8 37.6 - 35.1 35.1 108.649 30.000 48.649 A -48.5 48.5 - 45.8 45.6 -45.6 45.6 -45.8 45.6 -46.6 45.6 -434 43.4 -40.8'40.8 -382 38.2 -35.3 35.3 -32.8 32.8 B -139.4 78.7 -138.9 76.7 -136.9 76.7 -138.9 70.7 -136.9 78.7 -138.9 76,7 -124.9 78.7 -114.5 78.7 -105.8 76.7 -98.3 78.4 C -46.5 48.5 - 45.645.6! -45.8 45.8 -45.8 45.8 -45.6 45.6 - 45.8 45.8 -41.6 41.6 -38.2 38.2 ' -35.3 35.3 -32.8 32.8 115.892 32.000 51.892 A -41.6 41.8 -40.140.1 -40.1 40.1 - 40.1 40.1 -40.1 40,1 -40.1 40.1 -39.2 39.2 -37. 1 37.1 -34.3 34.3 -31.7 31.7 B -124.7_78.7 -120.3 76.7 -120.3 76.7 -120.3 78.7 -120.3 78.7 -120.3 76.7 -120.3 76.7 -111.6 78.7 -102.8 78.7 -95.2 74.1 C -41.8 41.6 -40.1 40.1 -40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -37.2 37.2 - 34.3 34.3 -31.7 31.7 122.000 33,687 54.627 A__ -38.2 38 -36.2 36.2 -36.2 38.2 - 38.2 38.2 - 38.2 36.2 -38.2 36,2 -38.2 38.2 -36.0 36.0 - 33.6 33.6 -31.0 31.0 B -114.6 75.7 -108.6 76.1 -108.6 76.7 -108.6 76.7 -108.8 78.7 -108.8 78.7 -108.6 78.7 -108.6 76.7 -100.8 78.7 -93.1 72.4 C -38.2 38.2 -38.2 36.2 - 36.2 38.2 - 38.2 36,2 - 38.2 36.2 - 38.2 36.2 -38.2 36.2 -36.2 36.2 - 33.6 33.6 -31.0 31.0 123.135 34.000 55.135 A -37.6 '37.6 - 36.5 35.5 -35.5 35.5 - 35.5 35.6 -35.5 ;35.6 -35.6 35.5 - 35.5 35.6 -35.5 35.5 - 33.6 33.6 - 30.9 30.9 B -112.8 76.7 -106.6 76.7 7108.6 76.7 -106.8 78.7 -106.6 76.7 -106.8 76.7 -106,8 78.7 -108.6 76.7 -100.4 78.7, -92.8 72.2 C -37.6 37.8 -35.5 36.5 -35.5 35.5 - 36.6 35.5 -36.8 35.5 - 35.5 35.5 - 35.6 35.5 -35.6 35.5 -33.8 33.5 33.5 -30.9 126.000 34.791 56.418 A -36.3 38.3 -33.9 � 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 - 33.9 33.9 - 33.9 33.9 � -33.9 33.9 - 33.2 33.2 -30.1 30.7 B -108.8 ,78.7 -101.8 76.7 -101.8 78.7 7101.8 76.7 -101,8 78.7 -101.8 76.7 -101.8 78.7 -101.8 78.7 -99.8 76.7 -92.0 71.5 C, - 36.336.3 - 33.933.9 - 33.9 33.9 - 33.9 33.9 43.9 33.9 - 33.9 33.9 - 33.9 33.9 - 33.9 33.9 -33.2 33.2 -30.7 30.7 130.000 35.896 58.209 A -34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31,9 31.9 -31.9 31,9 -31,9 31.9 ' -31.9 31.9 -31.9 31.9 - 30.3 30.3 B -103.5 78.7 - 95.6, 74.4 -95.6 74.4 -95.6 74.4 -95.8 74.4, -95.8 74.4 -95.8 74.4 -95.8 74.4 -95.6 74.4 -90.9 70.7 C - 34.5 34.5 , 34.3 -31.9 31.9 -31.9 31.9 -31.9 31,9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 130.378 36.000 58.378 A -34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 X 31.7 -31.7 : 31.7 -31.7 31.7 - 30.3 30.3 B -103.0 , 76.7 -95.1 74.0 -95.1 74.0 -95.1 � 74.0 -95.1 74,0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -90.8 70.6 C -34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 41.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 134.000 37.000 60.000 _ _ A - 32.9 32.9 - 30.0 30.0 - 30.0 30.0 -30.0 ;30.0, " -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 B - 98.7 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -32.9 32.9.. - 30.0, 30.0 � -30.0 30.0_ - 30.0 - 30.0.30.0 -30.0 30.9 - 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. X O X UNEQUAL LITES X O UNEQUAL LITES O X UNEQUAL LITES Approved la asNfiat Ida dm nous MOO . --. sGs h ` �, 342,' F.K 311 t/03 A ADDED NOTE wens-s wensIs Pbrialw /UM O inb: Oi": FK. 12/12/02 1070 TE000l00Y OVNVE NOKOW3. g 34275 P.O. BOX 18211 MOWN:et A. 34274 Visibb Better ec;_r_ PRESSURES- UNEQUAL CONFIG. XO, OX d XOX ALUMINUM CASEMENT WINDOW, NON - IMPACT lkofneftit CA-040 , NTS 1 8 , 12 I�' 7045•9 A Lucas A Tumor, P.E. PE /68201 Mechanical MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT O OPENING (SEE SHT. 2) MAX DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL. SECTION FIXED UNIT REFERENCE XOX FRAME ASSEMBLY DETAIL, SHEET 10 CD MAX. FIXED LITE DAYLIGHT OPENING - (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING 1 1 111111 0 Q (SEE SHT. 2) mm 1!j MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X OTTO MAX. WIDTH (SEE ` . 2) HORIZONTAL SECTION - XX REFERENCE `XOX' FRAME ASSEMBLY DETAIL. SHEET 10 0 C f REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 10 0 CD :342, X1 tonry. F.K Remils .year" own if F.K. Dor 3'?1.W Clads. ar: Pair tWir 12/12A X? IiwY.a .4 NO CHANGE 7143 SHEET 1070 TECHNOLOGY DRIVE N0KOi4S. PL 34275 PO. SOX ISM NOKO IS. FL 34274 c; Vilibdy Better SECTIONS TIM ALUMINUM CASEMENT WINDOW, NON - IMPACT aemeereee tow CA-640 I NTS 9 • 12 I 7045 -9 I A Lucas A Tumor. P.E. PE 458201 FRAME ASSEMBLY TUBE 'X" FRAME JAMB FRAME ASSEMBLY TUBE 'X' FRAME JAMB 'XX' FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13' MAX. O.C. WI (2) SCREWS 3' APART AT MID -SPAN 'X' FRAME JAMB #12x1 PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3' APART AT MID-SPAN "O' FRAME JAMB MAIN FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL .43 7 2.854' .062' NOM. 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784 " ---� O FIXED FRAME HEAD, SILL, JAMB MATT: 6063 -T6 DWG# 7005A 3.544' .062' NOM. - 2.784' FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A • - 342,42 2.919' A muddying /P d se w Os id Dote MOAN Mead Dade Predict rraftedeAgr •YQY! L'lf�L n . %war Fit a 7 two Br F.K. AAA 3/11113 A Da 12112102 wot.ice. aa.rra: REVISED FRAME ASSY DETAIL SCREW SPACING o,. 10701ECHNOLOGY DINE NO 100005, R. 3e275 P.O. M0X 1529 NCIONISS Fl son Visibly Better EXTRUSIONS 8 ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT errrr, er are oom.I,r �. CA-040 I NTS 110 • 2 ( 7045 -9 I A luau A. Turner. P.E. PE 034201 MerJiern W PAR`1 slli sr ITEM 2 3 4 5 6 7 8 9 10 11 12 • 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 14 45 46 50 31 52 , 53 54 55 67 68 69 10 71 72 73 74 75 Awed *: F.K Wren: 6w"wby F,K. DWG 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7013 7027 7030 7031 7032 7033 7022 7023 7037 7042 1224 1634 7006 7040 1635 331 7004A 7011 7 012 7019 7018 7025 7016 war 3 A ar: or: 12/12/02 PGT. # 781 PQA 781PQA 67017K 78X78PPSMS 7858ZA 710x12FP 617247 6163K 61635K 60976 78x12PSTW/B 67004 712XIPPT 711573 7FLDHD 70834A ew4ee: 404b111: U.w".der DESCRIPTION MAIN FRAME - HEAD, SILL & IAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X1/2'X1/8" CLOSED -CELL FOAM TAPE SASH • TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.210 SASH CORNER KEY MAXIM MULT1 -POINT LACK LACK SUPPORT PLATE #10.24 X.562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & LFL) #8 X .873 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKIIO PLATE 48-32 X .375 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) 08 X 3/8" FLT. PHI. SMS OPERATOR TRACK it SLIDERIDUAL ARM) SNAPON HANDLE 12' HINGE (HEAVY DUTY) . #10 X .500 PH. PHI.. DSB, 1/8" ANNEALED GLASS 3/16' ANNEALED GLASS 3/16" TEMPERED GLASS 1/2" La OLASS (1/8 "A, 1/4' SPACE, 1/8'A) GLAZING BEAD (DSB, 3/16) GLAZING BEAD (1/2" LO.) VINYL BULB WSTP(THICK) SILICONE - DOW CORNING 899 OR 993 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE • SERRATED CASEMENT SCREEN CLIP #8 X 300 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12 X 1" PH. PHIL. TEK. LOCK SUPPORT PLATE LACK SPACER SNAP .ON T- HANDLE KNOB FOLDING HANDLE MAXIM SINOLE LOCK SINGLE LOCK KEEPER #8X.7S0 QUAD PNSMS WO CHANGE TH8 SHEET awe 1070 TECFf .0GYONNE Nowas, a 34276 P.O. SOX 1529 NOKOMIS. FL 34174 PARTS LIST CONT. ITEM 80 81 82 83 DWG 7005A 1135 7010 7007 PGT. 781 PQA DESCRIPTION FIXED WINDOW FRAME - HEAD, SILL & IAMBS #8 X 1 QUAD PN SMS FDO D FRAME CORNER KEY INSTALLATION HOLE COVER & 3/16",118' GLAZING BEAD MATL: 6063 -T6 DWG# 7037 .523' .050' Visibly Beare. .040" 0 1/2" I.G. GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .423" °CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .040' &INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 .093" °CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA440 NTS i� a 12 I vw..w 7045 -9 A .289" Approved r eeaph•Lo8 *Mb Ibe F eride IleAe NOAH IMIe� Dade �� • Geed 4.119YJ N 3/7,63 Lucre A Tumor. P.E. PE #86201 Mechanical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM -1 - #12 OR #14 _ _ TOM SCREWS 16,Aulio NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4' MAX. SHIM -1 3/16" OR 1 /4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16' OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W /WOOD BUCK LESS THAN 1 1/2' THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR 'TIN TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM 1 r #12 OR #14 SCREWS 1/4 MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 11/2" THICK (SEE NOTE 3) 1/4" MAX SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) r NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. r • 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK Approval res oplike Ida the PIM& Ore 3/12 / 3 /A.o4 Or F.K. Nowt Br RIVW er: • or: 3/11103 A Dv." Or F.K. Dew 12/12102 lOWWw ADDED 011 SCREW OPTION Or 1070 TECHNOLOGY DRIVE N OKOMIS, FL 342 5 P.O. SOX 1520 NOKONIS, R. 342:4 Visibly Better areesw: ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT owwww CA440 sr . NTS 12 • 12 7045 -9 I A Lucas k Turner. P.E. PE/60201 M1athan4cal MIAM MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Robinson & Sons Shutter Company CONTRACTOR LICENSING SECTION 8400 N.W. 96 Street (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of (305) 375 -2902 FAX (305) 372-6339 18 Ge. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00 -0128.09 Expires:05/01/2003 BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 04 /07/2000 Odim rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Internet null address: postaaater @buildingeodeonllne.com Homepage: http://www.bundingcodeonliae.com Robinson & Sons Shutter Company ACCEPTANCE No.: 00- 0128.09 APR 0 7 2000 APPROVED EXPIRES May 1, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0415.04, which was issued on May 22, 1997. It approves an 18 gauge galvanized steel storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 18 gauge galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 93 -106, titled "Storm Panel", prepared by Tilteco, Inc., dated September 27, 1993, last revision #2 dated October 18 & 25, 1994, sheets 1 through 4 of 4, signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 18 gauge galvanized steel storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy t Makar, P. E. - Product Control Examiner Product Control Division 2 of 3 Robinson & Sons Shutter Company ACCEPTANCE No.: 00-0128.09 3 of 3 APPROVED APR 0 7 2000 EXPIRES : May 1, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight ( Yom. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. I lcar, P.E. - Product Control Examiner Product Control Division L-- -s1erJ L • SECTION A -A 10 .PANEL "...oar (T1s) L1.DrJ • D `.L. (® BUILTOUT ANGLE OO ®® ANGLE (f T MO NINON H..• VI`.. omen NOON 4x.•1413 STORM PANEL ELEVATION: • vg SCALE T • 1•-0 171 L- toor --.I ® 1Zt RETURN 3105 -H14 ALLAY ON AST4 A -525 (FY.45 b) 1ALYAADZEO srEa Ift v Fr 1 DER RENEWED NqV 01 4 MOO 0" 1.74134 ye. mow" g11 looma1Yf YO 4WC NOM .Ka 1 MO 134 044* art smas (Q mamma MINNOW K 04 M /400. •00.04 414 Y4CnWICrY 0, 04 a amomM .p 1 1C 1370• ox MOW Mr MOM • na OM44 1011 n OMURA 014 401 ion To s maw* 40.0 O 0414 4.(t1Y,C04'41=0 SOM.= 1W 1W 490 70 w 1•04.1.0 MO AVM DI1fO 1W 110 4 }ISWI t M z 44'0010)[0 IMO" Ox IMC//M.)QV0C1 004 MOM M *404nIP0'/ Mt MOO 416 WU. K 4wm 04 nx 00taD D•Tpm , we[ Of 6011 "Neu 0 0' ' O W M it O. 6 40 000 M WO. 0 Oa TOOL • W aft L� © SILL TRACK IL EC0 me. \ T1U44"TIN3�O �• 104•41111411 40014347 117. TIMM =COO ft ma our. Plow sIMPI..12X i14.101 A nun t. FLONOA 1.1. •444 • Er 3 a . ••? OS LOCKING PIN (1" long) 6OOS- 5 ALLOY 4 •1 " Pi IZNZIZZOTVOL. WOOL,. . NOTETES J1�pp11� 1C(y 01{!�� 1L Yf/� R7 O l y p}11 a �y(p pq Ilfll 70. • xlm P .�. ma DOOM 'C •f RO.Mm 1j� MO OW M. tl'-O 1O ,P Meal 41300 4* Moat 30 OM NI IC ;Tw( M/ ' 40 .0700 0, �C+W.Q *on MOON • L• •04,/43044 04 4t .101 04013(4 COM 1 4 ■013431 0111.010I1 n M 010- 131A4 (3404 01401341 NOM) 1 u 440NN !(0 am atµ our 1NF444 • 07. ♦ 001 Q41•M{0y4m Od4M 04th With a9O 414 -44 Oat C '/44 Al 4• 1 411. %•M Olt MAWS 1118 10041N 1101. . 4[4/14 10 Oat Lou ot M anon/ au TO '' COMO roux/ COMMIT -We / • r MOO aTit•a �/ u p *40433COM= w Mt POW OM oama0 .x0 ws 000 40 1/ i40 S *4 0C AO 41{ W� w CTTWOO. C � 040.1161. /xY1. q rwrr a+m n MAST • 13 1 40* 1 440* VW ONION Oo ve Twain / IM W. nr. M O► 04f Ow Ts ,.WACOMm 1 444"'10..:• .y.1 ?MT 13:]0 1n J4 f0 ,13 /13/13 MD • IO O 1We1 OCa3 DOLT L 31 4OT . 0.*'0. pRCCtO MN M WORD MOM u 4 bE 0 " NM A[1' IO WK4m 470 •-10 41/ WAD f.U. e r 4f%,4 mom 4413 4uc00 41141. w d11 AMMT�nr f/C .01:1./.404 PITI�` TI�On.O04 Z 4%OnN NIL ! N 9a q R I/O M 0*4 13/.47044 4611CN 0 I? /444 /Nom. ! (11 n 0141.4 (04x441044 MOL -1/0 f 0.001 maces. 4 14/0441000 N 110. W1*7. -1/f . , r 101001•1! q N6 DOC MA tl NOMOCIWD.f YIAIL 0IG M 1x /401 RU0 C / d � M �� 11R �� / �� ' 40QL4 T . /r -1 1TH O.13 i44 40 T D 4 t 011 4p4Vitt a t 1/f .: c 04*000. m 4b-44 u YNWITTO n STORM PANEL ROQINSON & SONS SHUTTER CO 140 K71. •1I,, ST. 444 •. LISS A.. MM•44 M• . 409E+10. 44 Of 4.t tH/• CAGE COUNTY 304,0 +/4 OAR 93 - 108 mama Na Ant 4 Of 4 . 02 HEADER �1I HAT CHANNEL FILLER 3105 -4414 ALLAY 10 COMPONENTS •I PRODUCT D uc AoaawlaND -, - 01 2149 . Da a _. DATE % % 01 BY PIMUCI amLa1a CODE ACCEPTANCE ccorreoLosvosoo DUBDDO0 COCB 001DEUNCE MINCE • 03 HE L--1.J SIDEWALK ANGLE PRODUCT AOCStTANON �R. .•OI 0.e CASE A (Plan WALL. MOUNTING INSTALLATION — SECTION 1 • WWI Ws MI al LLR MUM Moot POURED CEIUNG AND FLOOR MOUNTING INSTALLATION — SECTION 2 COCCI •10•Ces Gift 0 1/7 O. 0. CASE B (Plan) WALL MOUNTING INSTALLATION — OFFSET SECTION 3 END CLOSURES DETAILS PRODUCT RENEWED 1TM 00 - 012 ?09 Exrwlowitut Lk, , Zoo, COOOtJANCE OFFICE IL ECO INC. \ * 77$181 •• o 11; $QI IO •11 cawalf1 10. 11.• 1 4101!•'1$7♦. = tl IW O T Uc. 41 P. f- ROW u1. 44/97 •1. • 13440 . 0.1. 4 .3:11 - 07= • C CASE 2 • ritr ,K `a °w6.nto g410.•70 R. Ma e, nm humour ALTERNATE WALL MOUNTING INSTALLATION — • SILL — OFFSET Oissf am WALL SECTION 3A • 0 fi•1. 1i O uwr 11 CASE D (Plan) STORM PANEL PRODUCT RENEWED eocsnmlwcsrksgl -NIS AN wain. Dona APPROVED AS a wul71 Nm1 T E smsoN • sumo= CODE leumici OFF ACC[PGMCE NO. ROBINSON & SONS SHUTTER CO 0.00 KM. 1•• 00. IO.Y. fir 131411 N • ,• •hu Oaf 1 •0.A • avED f9US VIAL hL V IA' • eau •If 0.1.0 • :&:0 1$710• • e 1/7 • C. DACE COUNTY 9/01/03 0011 93 — 106 0p11 10 1N saTT 2 07 MAXIMUM DESON LOAD W (p.s.f.) SPAN (r4) . M4X1111WM ANCHOR SPACING (k) 4100.0, 0'TO5' -0r 1to.C. 0 TO 44.0 1 /r• +64.0, -64.0 > 5 -0' TO 12' -6 T 0. C. 3/4' O'TOS' -6 1t o. c. > 4.4.0 TO 64.0 4' >5' -0 TO10' -0' 60. C. 0' TO 5' -0" 70' O. C. > 64.0 TO 75.0 >5 O'TOB' -0' ISO. C. 0' TO S' -6 r o, c. > 75.0 TO 100.0 > 5 TO 8 4" O. C. MAXIMUM DESIGN LOAD W (p.s.f.) Max. PANEL SPAN 1 (ft.) 140414W11 SEPARATION TO CLASS 4100.0, -700.0 S 6'-C . . 2 1 /r• +64.0, -64.0 > 8' -0' TO 10'-0' 2 3/4' +44.0. -44.0 > Io'-4 TO 12'-0' 4' MAXIMUM DESIGN PRESSURE RATING "v. (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "1" SCHEDULE MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM: ANCHOR SPACING SCHEDULE PRODUCT RENEWED PRODUCT RENEWED AOOarb1NcS t, , M, i 1S.64 I noci AS6 20e7 EXPIRATION APPDVED AS ODMPtWINO. NTH Tiff SOUTH F9111.1' 9r 01110 WOE qs e .. P*ODUCT b8 NTROt DIVISION MIME CODE EVINCE OiEICE ACCENANCE N0. 1+4- 1017, O wetADC COUNTY / IL ECOI +\ u.Lst Tama • mamma CONP4KY Ol y � n .. M. 11r. MFM Y mA LIM UUCP A PLUM 4. P. C. PIAMPO. 3M. NIP STORM PANEL ROBINSON & SONS SHUTTER CO MOO X. f into{ S .1P.01 1 . 1 M 1 r... 1 .l.•••• a 1 to 41•61 wt 1,1114111 1 1 et ' VMS PLKKU3 N/.tyN • +/2.101 41/27/13 oAtt 93 - 106 011M1' 13 Ile 'Nal 4 tr 1 r ALTERNATIVE 1 O 0 • • 1/r as ►�1_• sir WALL MOUNTING INSTALLATION (OFFSET) - SECTION A •00111 WM WORM WATT • WALL MOUNTING INTAU.ATION - SECTION A 0 Ip00 MIC as 1.2 IV a •• 3/1 as rogaffiergfu r rin% ALTERNATIVE 2 na r 011 11. 1. OISDLIA1 S NK OILY VM10 Pa MOM MIN YWI ROOF NOWT LESS OR COILM. i1NN JO fat NO FOR ►N1EL'S VANS Of !'-• 10xo oN. 2. NEW f 0 I L C. P. 2. TO SE 0111(1114 / L IERFI man Of O '.33. 2. EU9FACEL DRS MTN J. N i w OONSiRtlC1 p�I1t M 0_11pf4121 TO BE SOVINERN INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IL ECOEE•a.\ TO'YM. • MMIIAtog10 E0W*3 Y "e lt:WeaVt.rnana , 1 I101.231 TN =AMP rolDvm ,I 00 r W000 p T p EL , . Ot 1•sWOK•0110 W rt 10.0.110a Ia. t Oft s1La. a 1/8. • wood ••u 0/ aR• U41 • tra a 001 INTALLATION - SECTION B NO10. TW •6T1t411aa N4T MO NOT 10 It •OIW.tk& use we •: L .K u• scam •f aC ALTERNATIVE 1 PRODUCT RENEWED AOa111mask 00- 0 128 09 LiaY p/ 2003 REMOVABLE FLOOR MOUNTING COMPLIANCE OPP = PRODUCT RENEWED 11•,97 -0 f -/1N STORM PANEL .1.. a moo. Ion I F • u ap ea. UT•. • ALTERNATIVE 2 APPROVED AS COUPLING WITR THE ROBINSON & SONS SHUTTER CO M00 KW. / ••1. rT. uunaul• • OADE COUNTY mALE •/22,23 ONE 93 — 108 0.00100 M •M.IY t N • r