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145 NE 95 St (5)Data if Alp, Job Address Legal Description E;k /9 Lit `tc' Owner - k Lessee / Tenant fl 6bn Ownir's Address 6 Contracting Co. Ez A) lq. Lt1 - 6A7) 4 Qualifie rn State # 0g� Municipal # Competency # 1d" /Oa S Arcitect /Engineerg e-AVLC /_ 'z M4 &c - Address C(2, ( 1 h36 Bonding Company t\JUck Address I A 1 Mortgagor "'l �' Address Perknit Type(circle one WORK DESCRIPTION 1 Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SOiMAY 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the move -named contractor to do the work stated. iii Signature Date: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE L-( ) BUILDING caner and /or Condo President o ary as t • er a' > PCl6Y1 M idild EXPIRES My Commission Expire4, February 17, 1997 , BONDED TKRU TROY FAIN INSURANCE, INC. lve_ `D J± • Tax Folio J/ J Z a a ,,Cryge I: 1 , : EVNE 7/19)gir,// Phone ))- ' ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1 S`i -1 l S'Tb i2,wti 06i/11 V Fire Estimated Cost(value) 3 5 5 . O * * FEES: PERMIT f l <' 46$ RADON C.C.F. 1 + _APPROVED: Zoning Building $? Address % 'E SL' & u-- Lf.o S F'' * Mechanical Plumbing Master Permit it 3-C /v �i Signature of Contractor Date: X Phone1 or Owner- Builder Notary as 0;1� " % > c vC ti b!' • My Co At 1 pliol 66 s s i on : February 17, 1997 ` BONCZJ T.: U TROY FAIN INSURANCE, INC. ** NOTARY TOTAL DUE Other )P'9, Electrical Engineering J 'METROPOLITAN DADE COUNTY, FLORIDA METRDOADE Chairmen Brnrum S. 144,mha,r tiN- Choinnen /1.0. Utterer {/ember, Ronald .4t;rr /done, .4 ring Gear Berlin Thomas M. Black Laurence .4. Raman red Bn,lit Otter Brennan Jahn Culprna Janie de 111 rarrnnar N. Cdrhan Der krr Arnold G,Id,n,n Rlchonl.11. Flamm D • Limit John Lindstrom Siren Lame Jatrph Mather. Sr. Janet 11 n, I�llium Rilrr I r,nunth, 11. P1 :,. n ranhlt Cnrrh,rtt 11%rrd I1 :11hn4l Rudt 1141 Board Contrition, Jahn Pit,„rur„ .Staff Chd►irt Ding. S It 11iurrrh Gil D aa „ a , nad NOTICE QF ACCEPTANCE_i STA1 DAR.Q— C4NULT DES Ore 4.114 METF1O.DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 NW. It STREET MIA1.11, FLORIDA 33128.1974 (305) 375.2981 (305) 375 -2612 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not-be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, roduct Control Division Supervisor SeavjeW Industries, IriC.A__ ACCEPTANCE No.: 92- 0506.6 APPROVED : LOv . 9, 1912_ EXPIRES Vov. 9, 1915.__ NOTICE OF ACCEPTANCE; SPECFLC CONQITIQll5 . 3. Applications for building permit shall be accompanied by two duplicate prints of the approved drawings, bearing the approval stamp, Notice of Acceptance number and approval date clearly marked to indicate panel gage, maximum spans, type of installation, drawing showing size and location, including height above grade of the shutters, and with completely diwensioned plot plans. 4. In order for a permit to be issued zoning regulations must be complied with. 5. This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone, in accordance with Chapter 23, Sub - section 2309.2 (b) of the South Florida Building Code. 6. This renewal supersedes Product Approval 89- 0426.10 dated May 8, 1989. Gil `"Diamonc, P F Product Control Division Supervisor NOTICE QF ACCEPTANCE : SPECIFIC G.ONQITIONS v • y • APPROVED . _Rov. . 9, 1922 / EXPIRES — Cwv. 9, 1995 1. This approval covers aluminum or steel storm panels. 2. The panels shall consist of 12" wide sheets with ed - laps forming 1 5/8" deep ribs and shall be fabricated of 3003 -1116 aluminum alloy or steel as shown on following schedule. *Provide second row of fasteners at 12" o.c. staggered for installations above 150 feet located as shown on vertical sections. -2- G 1 Diamond, P.E. roduct Control Division Supervisor PANEL SPAN SCHEDULE Height above Grade (Ft.) Aluminum ( +) Steel Gauge .04" .05" .063" 20 18 0 - 5 9' - 2" 9' - 2" 9' - 9" 11' - 11" 13' - 1" 5 - 15 8' - 2" 8' - 7" 9' - 2" 11' - 0" 12' - 3" 1.5 - 25 7' - 6" 8' - 0" 8' - 6" 10' - G" 11' - 5" 25 - 35 7' - 1" 7' - 8 8' - 3" 10' - 0" 11' - 0" 35 - 55 6' - 9" 7' - 3" 7' - 11" 9' - 9" 10' - 3" 55 - 75 6' - 4" 6' - 10" 7' - 7" 9' - 3" 10' - 3" 75 - 100 6' - 1" 6' - 7" 7' - 5" 9' - 0" 10' - 0" 100 - 150 5' - 10" 6' - 3" 7' - 2" 8' - 1" 9' - 7" 150 - 250* 5' - 5" 5' - 10" 6' - 9" 8' - 0" 9 - 2" 250 - 350* 5' - 1" 5' - 6" 6' - 4" 7' - 6" 8 - 10" NOTICE QF ACCEPTANCE : SPECIFIC G.ONQITIONS v • y • APPROVED . _Rov. . 9, 1922 / EXPIRES — Cwv. 9, 1995 1. This approval covers aluminum or steel storm panels. 2. The panels shall consist of 12" wide sheets with ed - laps forming 1 5/8" deep ribs and shall be fabricated of 3003 -1116 aluminum alloy or steel as shown on following schedule. *Provide second row of fasteners at 12" o.c. staggered for installations above 150 feet located as shown on vertical sections. -2- G 1 Diamond, P.E. roduct Control Division Supervisor ../M.E7 ROPOLITAN DADE COUN ! Y. FLUr • METRO oaoE Chairman Brnrvm S. 1 lhnhaw t ice- Chairman 11.0 Loiterer Members Ronald .4grr Jame; .4na.s George Berlin Monica M. Black Lui ■ .4. Boylan :d Bridis Otcor Brennan John Calptn► Eduardo Carnet Jorge de la Tornente /1. Carlton Decker Arnold Goldman Richard M. Morton Daniel Lewis John Lindstrom Sint en Lowe Joseph ,tlokher. Sr. Jumes Po•.tr trlliam Rile,- Armando 31. Ri:o Thumut Cnerhack Iltird µi►tbrnd RuJ■ Ilrilhamt Board Consultant John Pis►onno Staff Churls Danger Sarah IWrnreb Gil Diamond Seaview Industries, Inc. 3750 N.W. 46 Street Miami, F1. 33142. Your application for Product Approval of _ALumil.unLQx_S. °_i Storm Panels under Sections 203 and 204 of the Snuth Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Knezevis h & Assoc ates along with drawing No. 92 1�.��atec�3 - 2) - 9 2, has been accepted by Product Control to be used in she Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 ACCEPTANCE No.: APPROVED EXPIRES PRODUCT CONTROL NOTICE_OF ACCEP-TDNCE / • Gil Diamond, P.E. Product Control Division Supervisor 92- 0506.6 Nov. 9, 1992 Nov. 9. 1995 • gig 4 1 LV METnO.DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 NW itt STREET MIAMI rLOR10A 33129.1974 1305, 375.2991 (305) 375 -2612 **PLEASE NOTE** T I IS TILE CQYERSNEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS HOARD OF RULES ND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Boar(, of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: November 9. 1992 -tl - Charles Danger, ?.E. Secretary Metropolitan Dade County Board of Rules and Appeals PANEL SPAN SCHEDULE HE1111 ABOVE G (F ALUMINUM (t) STEEL cA c.,E .041 . Os 1 .043" 70 16 0 - 5. 9' - Z I 9 - 2 9 11' - II ' I - I' 5 - 15 81-2 9' -7 9 =2 I I' -0 12-3 1s' - Z. 'Ad pl-ol 0 10 11' -5' 25 -35 7' -I' 7 0' 8 10' -0' II - o l 35 -55 6 7 7 91-5' Id g S`- - -- )5 Qr' -4 6 -10' 7 - 7' 9 - 'S 1 10L3 7S i0.7 1 - 11 (0 - 7 1 7 �1 9 0 � 100 -150 a -fO1 aI -311 '7 8 -7 9 IS'o- 250 ■ 5' -S 5 -S 6' -9' *0-01 q1 -21 257- 3s0 5■-1 s', 6)-4 71-) SI-101 1 /Y' HC�.fiy e IL'i - 1 y ® LOCK RAIL ( 6063 - T6) FULL SCALE 1_ 3 I 14 1 •10 5cJIE`N6 IN STAR' TAMPTN 1 9 ® PANEL ( 3003 -HI6) SECTION A -A 9/9a' HOLS4 Ir.' o... 1 15 STORM PANEL ELEVATION /sRNEb (SEE Sc.HEDULE) ® LOCK RAIL (6063 - T6) FULL SCALE I I I 7¢ �� 1 S;JUZ CR1VF- ?INS ( SEE FASTENER YJ1EPllL.E) 1..Q'-I JI4 , P!Nb OR (_ _ PS e. v' 0. 1 /ef 2 SCRCa/S IN �bTAR TAI'iP'IN SIa161�� PINS FULL SCALE N.T.S. 1oI i 1 lot 1 I 101 1 .1.1 LI I_1 I_I 1_I 1 1 IJ kze *LOCK RAIL (6063 -T6) ()LOCK RAIL (6063-76) N.T. S. GENERAL NOTES: VERTICAL SECTIONS — .043 1. STORM PANELS RAVE BEEN DESIGNED IN ACCORDANCE WITH: A. THE 1908 EDITION or THE SOUTH FLARIDA BUILDING CODE. ® HEADER (6063 -T6) FULL SCALE 2. ALL SCREWS AND BOLTS SHALL BE STAINLESS STEEL. HOT DIPPED 'GALVANISED STEEL OR ALUMINUM ALLOY 1020 -14. 1. IT SHALL 0E THE RESPONSIBILITY Or THE OWNER TO DETERMINE THE STRUCTURAL. ADEQUACY Or THE BUILDING TO WHICH STOUR PANELS ARE ATTACHED. SPAN SCHEDULE HAS BEEN DESIGNED FOR NON- COASTAL ZONE INSTALLATIONS. e® LOCKING PIN (6063 -T5) FULL SCALE (TY ) 1.91 ZC Vc' TY►n's coNNrL - Tern. coNrmo. -now N.T. S. ®HEADER (6063 -16) FULL SCALE QQ LOCKING CLIP N.T.S I' \Vlpc .OG4 6,1EI144 1TL. C. }AE 1345. H5.& TILFI.TED TO 9V4w MCCACVEL.L. 4- FASTENER SCHEDULE FIEIG,HT 0 -35 35- 350 6FAC -11 JA /� I O 1 Pe.I.IEL 1 WA.1.141A.1.141-E. A.1.141-E. I j„'� 1.Vi. 1'g TM AM J4 ` r 11 ® 1LCx114 ►IN LO4 RAIL io.rrJr -L. I I o rune,.. I I TYPE 'A' CONNECTION TYPE 'B' CONNECTION N.T.S KT.S TYPE 'C' CONNECTION N.T. S. %4 OOLT4(S S) 1 1993 o PANEL O LGiYKINC, C.L1r I/t'A 10 1lLM5 114 ' STAR' TAM ►IN y11EL0S OR V'1 'STAR PRJVC PINY %}i b ksrGq/ IN 'WAR' TJWnN L1415yP6 OIC I4 sTJ►R' L .r ?t (rim VIPC ALL. LOGY RA*L[0.414.) O C.LiP NG, CA-la G Zur Raw p p aTLuESPS D FAL Lr_VILL 01Gwr, rt . lee D ICS tt:1C14M G►a %ERMA:- 6 62P4 - "r . TYPE '0' CONNECTION N.T.S. o rr+Jr1- LOCAL RAIL RAIL TYPE ' CONNECTION TYPE 'F' CONNECTION TYPE 'G' CONNECTION N.T.S NTS N.TS. N • Q (7 Cl a W Z Q n p i w9a CO a U co Cr 4 0Owm • <4 • W 1 — F z2 Z x a. 0 1h 1 1 2 7. L LL SF d i ng P10. 1 92 -125 s1neet I aP I I T SE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Authorized Signature Date t WITH NO VARIA' ^E' • WITH N OTHER DEVIAT!O .S !M T:hf 0 DINANCES WIL! BE PEVITTFD. L OTHER APPi IC'_! E SATE ITH BY ALL PARTIES. IRE DEP.i',RT:AF:N1 •UBt.IC :W'O2S '0 ::E DEP\T:.E + ./ .' )4, , • LAN ; ING & Z01 SO -•..' 'VILLAGE COUNCI!. 1 APP ROVAL PRELIMINARY: FINALS REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING OODE AS ADCIP7ED' BY MIAMI SHORES VILLAGE tS REQUIRED. THE ARCHITECT, $UIUDE"'& SUB CONTRACTORS ARE CMI EP WITH T!• K 0•.11EG3F OF ALL Rl ;LLt, ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN:. Inspection Number: I SP -18837 it Permit Number: WS-4- 06$79 Inspection Date: 06/01/2006 Inspector: Grande, Claudio Owner: JOHNSON, STEVEN Job Address: 145 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: UNITY WINDOWS, INC. Building Department Comments Wednesday, May 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060132740 Lot: Phone: 305/261 -2223 Page 2 of 2 Le/ Passed � C Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I SP -18837 it Permit Number: WS-4- 06$79 Inspection Date: 06/01/2006 Inspector: Grande, Claudio Owner: JOHNSON, STEVEN Job Address: 145 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: UNITY WINDOWS, INC. Building Department Comments Wednesday, May 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060132740 Lot: Phone: 305/261 -2223 Page 2 of 2 i nspectio n Number: I NSP -14162 UN 0 1' FIB Permit Number W 4- 09-879 Inspection Date: 05/31/2006 Inspector: Grande, Claudio Owner: JOHNSON, STEVEN Job Address: 145 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: UNITY WINDOWS, INC. Building Department Comments Tuesday, May 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060132740 Lot: Phone: 305/261 -2223 Page 2 of 2 Passed Inspector Comments •� ® e tki crto,,L) o e L 1,� .41� A4-- Failed or Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspectio n Number: I NSP -14162 UN 0 1' FIB Permit Number W 4- 09-879 Inspection Date: 05/31/2006 Inspector: Grande, Claudio Owner: JOHNSON, STEVEN Job Address: 145 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: UNITY WINDOWS, INC. Building Department Comments Tuesday, May 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060132740 Lot: Phone: 305/261 -2223 Page 2 of 2 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING IC© /E ME Permit No.Y\l - 5 q PERMIT APPLICATION ' ster Permit No. FBC 2004 B Y: -_ Electrica Plum mg Mechanical Roofing Owner's Name (Fee Simple Titleholder) .` t . \f `- '1 h I N) Phone # Owner's Address ( 1 46 - Ci 5 5 t(2 = t City M t PM _gin (i(C State F L Tenant/Lessee Name Phone # Zip Job Address (where the work is being done) i U.S l - c-i `3 e:A City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO ("E - -E- . -2a34" Contractor's Company Name UN) A/J ., I7 Phone # ✓�� ZG J' 0z 2 3 Contractor's Address 7eG 0 6W yS City )79/47)1f . State Zip g ' 3 1 Qualifier Name PVIZYN • 07/97 e 0 Phone # ao4 odi /' 2 0.3 State Certificate or Registration No. Certificate of Competency No. 0 9 .g• 01002- Architect/Engineer's Name (if applicable) Phone Value of Work For this Permit $ - OC. Type of Work: ['Addition ['Alteration New Describe Work: Square / Linear Footage Of Work: Repair/Replace Ej Demolition • ***************************************F s ******************************************** s ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 7�! 0 CCF $ 3. C CO /CC Notary $ Training/Education Fee $ 1 - Technology Fee $ 5 - Z.-G Scanning $ c: E . - ©C Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2 - 2 x3 . 2 -tD See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature O er or Agent Sign: Print: My Commission Expires: The foregoing instrument was acknowledged before me this 4 ` day ofi'Yl0Ack 20 D� by J 1 1 1pAi ll �. J0 hvvs , who is personally known to me r who has produced As identification and who did take an oath. NOTARY PUBLIC: (Revised 02/08/06) APPLICATION APPROVED BY: .. f 00, notary room State of rionda Eileen Sammons My Commission DD397159 * * * * * * * * * * * * * * * * * * ** ** Sign: Print: My Commission Co tractor ,/ The foregoing instrument was acknowledged before me this Y' da . G , 20 0 ', by /`7 (1n MAg ", who is personally known to me r who has produced NOTARY PU :`IC: /4/0 as identification and who did take an oath. Plans Examiner Engineer Zoning PERMIT NO. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legal description of property and street/address: 2. Description of Improvement: rJ� /5/4 e r 3. Owner(s) name and address: 5. Surety: (Payment bond required by owner from contractor, If any) Name and address: Amount of bond $ ////r 6. Lender's name and address: 11 III 1111111111 111 (:FN 2OO6°=;O:61? i' TAX FOLIO NO. OR 6.1: 24393 Ps 361; tips ) RECORDED 04/05/2006 09:02:31 HARVEY RUVINv CLERK. OF COURT I1IAMI -DADE COUNTY? FLORIDA IAST PAGE THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. ./ , Interest in property: a. • Name and address of fee simple titleholder: - f� 4. Contractor's name and address: (f!U/ / -- 7'6' / r v f . ✓3/ 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: /L /� 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: . 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) _ /t/e2 Signature of Owner Print Owner's Name 5 "I e- .r • Prepared by z. Sworn to and subscribed before me this acv\ day of f \\C:- k c l,. , 2OC . Notary Public l Cf=-e-c' Print Notary's Name My commission expires: 123.01.52 PAGE 4 WOE )PL( - •gL 7 4.o.N4 nomry rum, 0tew ur r wr Etleen Sammons 41 My Commission DD397159 or Nit Expires 0211612009 tATE OF FLORIDA. COU QTY OF USr;ci ''IEPES "C2P?I YC• r (,,,; rs : ^a; .1; sac 1rlglndl Mecf 0'111.. ';I CC 0„ 7. / r2; I t ,^ � .✓ITNESS my hone %, •G f?.r ✓:.I 1ARVEY UVI( CLL it r C,rcr1a 0C'vary r: its Address: Issue Date: 4/11/2006 Owner's Name: STEVEN JOHNSON Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 145 95 Street NE Comments: REPLACE WINDOWS Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/06/2007 Contractor(s) UNITY WINDOWS, INC. Phone 305/261 -2223 Primary Contractor Yes Type of Work: IMPSCT WINDOWS No of Openings: 11 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable Taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -4 -06 -879 Phone: 1132060132740 Lot: PB: Total Square Feet: 380 Total Valuation: $ 4,800.00 Required Inspections Shutter Attachment Shutter Final Fees Due Amount CCF $3.00 Education Surcharge $1.00 Permit Fee $210.00 Scanning Fee $9.00 Technology Fee $5.25 Total: $228.25 Invoice Number WS - 4 - 06 - 24442 Total: ,g3 2-& Amt Due Amt Paid $228.25 ` � ! 4� ' Z'v NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: `4(2UF (1 Permit No. !2 ,— 8 Opening • • • .. • ID Description of Window or Door or Mullion l- Product Acceptance Number -" II�UZ CS — i t 05 Product Approval Design Pressure ( +) PSF ( -) PSF ( +) PSF ( -) PSF C - 7a, 9 rernaM `%t > „C.) Opening Design Pressure Rough Opening Size 4� `) ASG 50 A O Shutter Required Yes / No Mullion Required Impact Yes / No Yes / No NI O Q )Y • • • • .. • • • • • • • • • • • .. • 0000 • • • .. • • • • • • • • ism • b. AL ENGINEERING CONSULTANTS WIND CALCULATIONS WINDOW INSTALLATION AT: 145 N.E. 95 STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY CA STR PROJECT: PREPAR OS M. P CTURAL E . P.E. #: .B.#: 0 6, 2006 D BY: EZ, P.E. GINEER 54844 781 9420 S.W. 1 1 2Th STREET, MIAMI, FIORidA 33176 TEL (786) 242-1720 - FAX: (786) 242 -4399 • "YOUR ON -CALL EN NEERING COMPANY" WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 59.4 59.4 SUCTION (psf) -64.4 -79.5 STRUCTURAL ENGINEERING CONSULTANTS, INC. 6500 N.W. 83RD COURT MIAMI LAKES, FL 33016 Z'.0)i2?-fi3 pyright 2000 by Tondelli Engineering, P.A. 1mp4,� :FIbrl CUSTOMER : WINDOW INSTALLATION AT: JOB NUMBER : 145 N.E. 95TH STREET, MIAMI SHORES DJ E. DESCRIPTION : WIND PRESSURES FOR WINDOWS (CRIT.TRIB. ARF+A: ';10 3 • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 22.2 FT DISTANCE, Z = 22.2 FT * ** DESIGN WIND LOADS - ASCE 7 * ** * ** COMPONENTS AND CLADDING * ** •• • • • • Kh = 0.922 Kz = 0.922 a 4 b • • • • • • • • • • qh = 50.3 PSF qz = 50.3 PSF • ... .. P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 ,42D06 .. • BUILDING WIDTH = 75.9 FT CORNER DISTANCE, a = 7.6 FT If y c 1 ENGINEERING CONSULTANTS Village of Miami Shores Building Department Miami -Dade County, Florida Dear Sirs: Job: Window Installation at: 145 N.E. 95th Street, Miami Shores, Florida RE: Window Units Design Wind Pressures We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: NOTE: "Zone 5 "pressures are applicable to openings that are within 7' - 7" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. Sinc e STR 1 P.E, #: ould happen to have any questions or concerns regarding this or any other matter, please do not hesitate to s. * Building Category: II * Building Mean Roof Height: 22'- 2" * Exposure Category: C * Basic Wind Speed: 146 mph ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 3/16/06 erez, P.E., Structural Engineer 4844 WINDOWS: Positive Design Pressure (Zone 4): 59.4 psf Negative Design Pressure (Zone 4): 64.4 psf Positive Design Pressure (Zone 5): 59.4 psf Negative Design Pressure (Zone 5): 79.5 psf 9420 S.W. 11241 STREET, MiAMi, FloRidA 33176 TEL (786) 242 -1720 - FAX: (786) 242-4399 • "YOUR ON -CALL ENGINEERING COMPANY" • • ••• • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • March 16, 2006 •• • • • •• • •• • • • • • • • • • • • •• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • • •• • • • • • • • MIAMI- DABEEOUNTY. FtO1tIQA: METRO- DADEIGLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLpitUQA j3I39 -1561 (305) 375 -2901 •FAX t392) 3752918 • • • • • *0 PCT 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 HR -810 Mid -Rise Aluminum Horizontal Roller Window — Large Missile Impact APPROVAL DOCUMENT: Drawing No. 4121 -1, dated 04/22/02, with revision C dated 10/23/02, titled "Mid - Rise, Alum. Horizontal Roller ", Sheets 1 through 5, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 Resistant 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 Manuel Perez, P.E. NOA No 02 0719.07 Expiration Date: January 2, 2008 Approval Date: January 2, 2003 Pagel • 00 • • • • • • 00 • • • • • • • • -•• •- • • •- - • • • • -- • • 63' MAX HEIGHT 5 3/4' MAX. TYP. 58 /4' MAX. FIXED UTE DAYUGHT OPENING 33 1/2" MAX. FIXED LTTE DAYLIGHT OPENING c 8' MAX I I 4' MAX MEETING RAIL CENTERUNE (SEE NOTE 4) DESIGN PRESSURE — TABLE 1, 74 MAX WIDTH NEG. DESIGN PRESSURE RATING (P.S.FI I - 110 33 1/2' MAX. OP-DI. UTE DAYUGHT OPENING 8' MAX X 4' MAX OUTSIDE SFF SHEET 2 FOR SECTION DETAILS A SEE SHEET 4 FOR FRAME CORNER ANQ SASH CORNER CONSTRUCTION DETAIL POS I 90 57' MAX. OPER. UTE DAYLIGHT OPENING 5 1/2' MAX TYP. Robed L CWe1. P.E PE /39712 Structural NOTES; LARGE MISSILE IMPACT WINDOW 1. GLAZING: 7/16' LAMINATED GLASS, PARTS UST ITEM 43. COMPRISED OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SENTRY GLASS PLUS. 2. CONFIGURATIONS: OX. XO 3 DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASIM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHEET 5. HEAD At RI I • MAX. 5 3/4' FROM CORNERS. MAX. 4' & 8' ON EACH SIDE OF MEETING RAIL CENTERUNE. MAX. 12' SPACING. AMAIM MAX. 5 1/2" FROM CORNERS. MAX. 12' SPACING. 5. SHUTTER REQUIREMENT: NONE REQUIRED E. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME 7. REFERENCE TEST REPORT: FTL -3259 3/16' HEAT STRENGTH GLASS SUCON: ITEM 41 DOW 995 A DOW 899 OR DOW 983 OR x}411 ivr 1 DUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NCK0105. FL 34274 GI A7NG DETAIL Dosser Dater R..6bs F. K. Roved Br F.K Rr F.‘. .090 SENTRY GLASS PLUS INTERLAYER 3/16' HEAT STRENGTHENED GLASS R.M.le.s .496' NOM. GLASS BITE TYP. awed Br Orate, 10/23/02 Dear t T.S/n2 7/30/02 C - NO CNC 171SSHT Revisions R-FXP TTL(X7C k (7AJ1M R•.4kns REMOVE. SM 1ASSILE 4/22/02 •••• • Arywre4.' swap.) t 5 will the Fhaid Date NOAI saw MrWsI 0 ELEVATION & GLAZZE DETAIL 1G MISSILE1 rI� •••• MID —RISE, ALUM.. •'IURIZ011h7AC • ROLLtR Sr444 a13 Sosr SMh • •••• pO 13 w w • • t •_ HR -810 I NTS 1..$. .4121 -1 • e • • • • • • • • • • • • • • • •• • • •• •••• • • •••• • • •••• • • • • MAX. HEIGHT MAX. FIXED UTE DAYLIGHT OPENING 2.710' 7 VERTICAL SECTION MAX. OPER. UTE DAYLIGHT OPENING APPROXIMATELY 25% OF SASH HEIGHT TYP. (SEE NOTE 2) 1 .. SEE NOTE 2. NOTE; 1. REFERENCE TEST REPORT: FTL -3259 2. WINDOWS 4T HIGH OR LESS REQUIRE (1) ONLY. REM 25. SWEEP LATCH CENTERED VERTICALLY. //4 Robert L Clark, P.E PE 139712 Structural T DUSTRIES 1070 TECHNOLOGY DRIVE NOKOYK. FL 34275 P.O. BOX 1529 NOKOIOS, F1. 34274 HORIZONTAL SECTION Ebr F.K Renal F.K. Draws Br F.X. 4/22/02 D.•yBara ReotYms C-CHCLATCH DIM. R -FXP 7B1OCK INTE70OR MEM R.qd Ely- 10/23102 Dote l .5J02 7/30102 • Rrikkow REMOVE Ski MISSILE •• • Appirel. l)ia$.fl Oq ii.rW. �sWM e. • .d NOM iC /i W.i .. halt Pd•dC % VERTICAL & HORIZXUL SECTIONS • •• • •••• • M I RISE, - Dra.h, �la. .... • NTS 2...1•5: •' 2 1 -1 •••C• • • • • • • • • • • •• • • •••• • • •••• •••• • • • • • • • •• • ITEM 2 3 4 6 7 8 9 10 11 12 13 14 19 20 22 23 24 25 26 27 28 30 31 32 34 36 37 38 39 40 41 42 43 DWG # 4102 4025 4103 4361 4104 4125 1094 1095 4002 1155-1 4005 1060 4105 1235 1092 226 4054 1096 1016 4007 4119 985 4222A 1224 1014 1013 1073 1278 1008 DESCRIPTION Flange Frame Head Sash Stop (Std.) #8x3/4 PH. PAN HEAD TEK Flange Frame Sill 3.500" Sill Add On Frame Sill Adapter Windload Adapter #6 x .375 Ph. Pn. TEK S. Stl Weep Housing Weep Flap Range Frame Jamb #8 x 1.000 Quad Pn. SMS S. Stl. Fixed Meeting Rail Wstp.,.187 x .230, tin seal Sash Top and Bottom Rail Wstp., 170 x .270 tack, fin seal Roller Housing 8 Glide Brass Roller Wheels Sash Meeting Rail Sweep Latch #8 x .625 Ph. R. SMS Sash Side Rail Wstp. Bulb w/closel cell foam Utrafab Glazing Bead 7/16 amt w /Grill Kit Glazing Bead 7/16 anti Vinyl Bulb Weatherstrip 'Thick Screen Frame Screen Comer Key Screen Spring Screen Pull Tab Screen Spline Screen Cloth VENDOR 6063 -T5 6063 -T5 6063 -75 6063 -T5 6063 -T5 6063 -T6 S. STL NYLON 616 NYLON 616 6063 -T5 S. STL 6063HS -T54 6063 -T5 NYLON 616 BRASS 6063HS -T54 DIE -CAS STL 6063 -T5 6063 -T5 6063 -T5 VINYL 3105 H1U Polypropylene S. STL Elastometric PVC Elastometric PVC PGT# 612237 612244 783".PW,B 612238 64361 612239 64125 70250 70251 612225 781 PQX 612228 61 C60G 612240 67516G 70312 7BRWHL2 64354 71396 78E8BB 612230 64120 6985 64222 TP.247 61311 49103 78335 70409 68535 61316 Silicon Adhesive - Dow 899, Dow 995 or Dow 983 Setting Block (3/32Q5/64x1) 71522 Glass 7/16 Laminated (3/16 Heat Strengthened, .090 gantry Glass Plus, 3/16 Heat Strengthened) NOTE: 1. REFERENCE TEST REPORT: FR.-3259 1.999' 1— .875'-I 0 WINDLOAD ADAPTE MArL- 6063 -T6 DWG #4125 0 FRAME HEAD MArL• 6063 -75 DWG #4102 1 .451' (� 4-.-.062' NOM. 1 l . 0 SASH STOP MATL 6063 -T5 DWG #4025 2.710' Robot L Clark. P.E PE 1139712 Structural 062' NOM. 1.363' 'Vu 11 FRAME JAMB A.m.: 6063 -75 DWG #4002 IND E4 1070 TECHNOLOGY 01811E NOKOMS. n. 34275 P.O. SW 1529 mochas. FL 34274 2.784' Rwd er F.K Road 8y^ F.K 2.594' 2.074' 2.710' O FRAME SILL MATL 6063 -T5 DWG #4103A © FRAME SILL ADAPT, MATL- 6063 -T5 DWG #4104 .062' NOM. Road Ells Odic 10/23/02 Doha 715/02 R xida c C - CORRECT OEM 7 RnYdrs R -FXP TRIOCK Rw+rene 7/30/02 REMOVE•SM InSILE 422/02 • • • Drawn er F.X. • - • Own:m ma •••• ••••• PARTS LIST & EXTRLZS/ON PROs 1LES : • _ _ MID -RISE, ALUM.. • HUR/ZOI\a: ROLLee... Sarko MIOot Scale S hort - • • Drawing No. I#e HR -810 I NTS 3••b: x •41 • -1 :��' �• •• •• • • • . • • • • • • • • • •• • • •••• • • •••• •••• • • • • • • • .062" NOM. L 3.159" TRIM TO FIT 3.500" 0 3.50" SILL ADD ON MAIL: 6063 -T5 DWG #4361 (4) EA. JAMB (4) EA TOP & BOTTOM RAIL 13 F XED MEET. RAIL NAT'L: 6063HS -T54 DWG #4005 SASH CORNER CONSTRUCTION Lfh 1 19©1 SASH TOP 8� BOTT. RAIL MAT.: 6063 -T5 DWG #4105 .062" NOM. (2) EA. HEAD & SILL FRAME CORNER & MEETING RAIL CONSTRUCTION NOTE; 1. REFERENCE TEST REPORT: FTL -3259 ,v Rabat L. Clor4. P.E PE 139712 Strueturol 1.979" SASH SIDE RAIL NAT'L• 6063 -T5 DWG /4007 INDUSTRIES 1070 7ECHNOLOCY DIRK NOICONIS. FL 34275 PA. 80X 1529 HCKOI9S. FL 34274 Rood e>r Mood By F.K. 050" NOM. ® 7/16 LAMI BEAD MAIL: 6063 -T5 DWG #4222A® 2.326 7/16 LAMI BEAD W /GRILL KIT MATL: 6063 -T5 DWG /965® Doter Rostra= Odle Rsshbr= 10/23/02 C — NO CHC THIS SHT Rood Bp Oats Rosl la= —5 $/i5i°2 O CONST 23 SASH MEET, RAID MAIL• 6063HS —T54 DWG 140060 Approved** to $)I•(•bh 11q Fk.ld. old ..1 •• On. NO4 MI. div F.K 7/30/02 REMOVE; SM MISSILE On" el, F.T. 4722;02 • • •• • •••• EXTRUSION PROFILE • COWYITIUED • 17rlr •._ ,r• MID —RISE, ALUM.. •aO©RIZOt' 7At • ROWER • Swims eat I So•la 9i "t • • • • Ordssrq so • • . _ • • HR -810 I NTS 4 ; • , .4321-1 ..76. •• • �•••• •• • • • • • • • • • • • • •• • • •••• • • •••• •••• • • • • •• • • • • APPROVED WOOD BUCK 1/4' TAPCON W/ 112 HD (SEE NOTE ) 1/4' TAPCON W/ /12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4 MIN. 1/4' MAX. SHIM 1/4' MIN. 1/4' MM. SHIM APPROVED 2x WOOD BUCK #12 WOOD SCREW TYPICAL SII L SFCTION WOCD ANCHORING APPROVED 2x w00o BUCK A 1 1/2 MIN EMBEDMENT 1/4- MAX. SHIM TYPICAL HEAD SECTION WOOD ANCHORING 1/4' MAX. r - SHIA 1/T N EMBEDMENT 1/4' TAPCON W/ 112 HD (SEE NOTE 1) Robed L Clark. P.E PE /39712 Structural TYPICAL JAMB SECTION SUBSTRATE ANCHORING NOTES; 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FR -3259 INDUSTRIES 1070 TECMNOL04Y DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 1/4' MIN. l/4' MAX. SHIM — 1 Rer.7 Rrd F.K. #12 W000 SCREW Dab= R.Relors ANCHORAGE APPROVED 2x W000 BUCK TYPICAL JAMB SECTION WOOD ANCHORING lamer Re.erarr 10/2.3/02\C - NO CHC THIS SHT Rowed By beer Rralnrr l5.ar 15/02 B-D(1 BOW NOD SCR • R.dtlorrr Fit 7/30/02 REMOVE•SM MSSILE ac.. ttr • . _ F.K. 47� X02 • • • • •••• 1 1/2' MIN. EMBEDMENT • • • Tirr MID - RISE, ALUM..HORIZON44t • ROLL .. .. ao.M1p leap •' � • H -810 I NTS I g 5 ../.6.• I . 'aq f/ -1 • � . . • WWI • — • • . 4 • • • • • • • • • • • • •• • • •••• • • •••• • •• • • • • • • • • APPROVED W000 BUCK A (SEE NOTE 5) 1/4' TAPCON W/ } 12 HD (SEE NOTE ) 1/4' TAPCON W/ f12 HO (SEE NOTE 1) TYPICAL HFAD SECTION SUBSTRATE ANCHORING TYPICAL SILL SECTION SUBSTRATE ANCHORING ' 1/4' MIN I 1 1/4' WN 1/4' MAXJ SHIM r i /4• MX SHIM APPROVED 2x WOOC BUCK r (SEE NOTE 4) TYPICAL HEAD SECTION WOOD ANCHORING ®12 OR /14 W000 SCREW (SEE NOTE 2) APPROVED 2x WOOD BUCK (SEE NOTE 4) TYPICAL SILL SECTION WOCD ANCHORING SEE TABLE 3. 1/4' MAX SHIM #12 OR #14 WOOD SCREW (SEE NOTE 2) 1/4' TAPCON W/ #12 HO (SEE NOTE 1) I- 1/4' MAX SHM NOTES; 1. USE ONLY NIAMI —DADE COUNTY APPROVED ELCO OR ITN TAPCONS. 2. SEE SHEET 1 OF 5 FOR PRESSURE LIMITATIONS WHEN ANCHORING SEE TABLE WITH WOOD SCREWS. 3 3. REFERENCE TEST REPORT: FTL -3373 4. INSTALLATION OF 2x WOOD BUCK TC THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL 5. INSTALLATION OF Ix WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY TABLE 3. WOOD SCREW EMBEDMENT MINIMUM EMBEDMENT DIMENSION #12 SCREW 1 1;2' #14 SCREW 1 3/4' 1/4' MAX SHIM --1 APPROVED WOOD BUCK A (SEE NOTE 5) r TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1070 TECHNOLOGY DFBVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 I 1/4' MIN 1/4' MAX SHIM —.1 112 OR 114 W000 SCREW (SEE NOTE 2) APPROVED 2x W000 BUCK ® (SEE NOTE 4) TYPICAL JAMB SEC WOOD ANCHORING SEE TABLE 3. umn -W We law s Br. Oeer a�.arx •p,,, eB e. LT. 12/30/02' C— N0•CHC AILS SHT 1 - •" • F.K. 10/2J/02 B -NO 0HB 1H19 SHT t'lo • � Or. � F.X. 730/02 0e.voebnc • ANCHORAGE •••• • •••• • • • MID - RISE, ALUM." ItRIZOI�f4I; ROLr,ER.' HR s10 I _ NTS 1 6• '2 • to • 4121 -2 • ••' • C ' • • • • • • • • • • •• • •••• • • •••• •••• • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) tO SC(49 MIAAiILD�DE C OLdNTY• �LOgII=A . :. • • • METRO-HADBTLAQLF.It DUILDIIS G. 140 WEST FLAVLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2 • F (305,) 375 -2408 • • • • • • • • • • • • • • • • •• ••••• •• • • • PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Division (In Miami Dada 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 C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02 1224.02 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 Manuel Perez, P.E. NOA No 03. 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 • .,. VVIIVLJS.JVY 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS W(AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16 LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS Wl AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16' LAMINATED GLASS COMPRISED OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER 2. CONFIGURATIONS X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / 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. NOTAPPLICABLE IN MIAMI -DADE COUNTY. D. FOR °X' CONFIGURATIONS SEE SHEET4. E. Fe - • r• I - 1 , • - 4. F. FOR 1-14 "XOX' & °O" CONFIGURATIONS SEE SHEETS. G. FOR 144 "XOX" & "XO" OR OX' CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL UTE "XOX,'XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL:1S: HEAD & SILL MAX. 4" FROM CORNERS MAX. 4° & 7' ON EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS MAX. 13' SPACING ON FIXED UTES (2) ANCHORS 3' APART AT MID -SPAN ON FIXED UTE ONLY JAMBS: MAX. 4' FROM CORNERS MAX. 13' SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 Rona 81 FJC 3/17103 Arad By: Dam FX 3,125V3 ,rastod po FJC 12/17/02 RowItions A 9 Nemioar C O.eaed "r REVr ANCHORAGE NOTE 4 ADD 13/16'1.6 5 M)VE GLAZING DETAILS TO SrfEET2 NO CHANGE THIS SHEET Drr 1070 TECHNOLOGY DRIVE NOX0.95. FL 34275 P.O. SOX 7570 NOX04JS FL 34274 } X CONFIGURATIONS OPTIONS 0 X 3 X } O X 0 X x 0 x UNEQUAL UTES x 0 UNEQUAL UTES O X UNEQUAL UTES SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN Visibly Better NOTES AND TABLE OF CONTENTS NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 5 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 • • • 4 • .• • •.•.•. ..•••• •••••• • • • ALUMINUM CASEMENT WINDOW, IMPACT • . 5.i a . ".- • • CA-740 NTS 1 > 12 7045 -8 • I O" PRODUCT REVISED as complying with the Florid• Bidding Code No t *ration Date •, , I.VY1 • ••• • . • • • • .• •• • •••.� ••.•• • •••• Lucas A. Turner. P .E. •• • • �.. •a • • • •••• • • • ••••" ••• • • �� ••••• ;-• •••• rr+�. • 0000 • 1/8° ANNEALED GLASS —1 Row tEtc F.K Ratesd F.K Rams 3!15!133 Data mW103 INder Draws Sr Der FX 03/25/03 3/16° ANNEALED OR Roasses Resisirrx REntoorer m© tRRAW INGOETARS&AOO13/IB LG. NO CHANGE THIS SHEET 5/16" LAMINATED GLAZING DETAIL • 1 UTIA OR DUPONT PVB INNER LAYER F-- 1/8' HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE mm .090 SOLUTIA OR DUPONT PVB INNER LAYER 7/16" LAMINATED GLAZING DETAIL 1070 TECHNOLOGY OPJ'/E NOKOMJS, R. 34275 P.a. BOX 1523 NOKOMIS. FL 34274 3/8' AIR SPACE 1/8" HEAT STRENGTHENED GLASS -- 3/16° HEAT F--- STRENGTHENED GLASS .65" NOM. GLASS BITE Visibly Better 13/16" I.G. GLAZING DETAIL 13/16° CA-745 1 NTS 1 d 12 f 7045 - 8 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8' HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE • reef C GLAZING DETAILS •• • • • ALUMINUM CASEMENT WINDOW, IMPACT • • PRODUCT REVISED as cumplyiac Hite the Florida D.idicg Code Acceptance N. E :. , • ion Date • • • • • •••••• • • • ... . • • : 4 . ..... •.•• •t • • ••.Q — .•••• ..e.. _ • • • .•..•• 4144 e • • 7.'x'0 '.2 • . •••1 •• •••• • • Lucas A r, P. E. • • .•••• • • CENTERUNE 1 1/2' Ram° EV FJC R°c09i. FK. Forme Eir FJC FJC ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ANCHOR 1112" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID-SPAN ANCHOR DETAIL - TYP. (2) • { / 13° MAX. O.C. t 3'17W bad 32543 Otte 7110!03 VAC 12/17/02 4" MAX. 1 4' MAX. — A RaMUCnr B RlJsiM c Gawked ffr SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX VENT TYP. ANCHOR LOCATION TYP. \ 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 13" MAX O.C. 60' MAX. FIXED ELEVATION "A° - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) REVISE ANCHORAGE a 4NCES1tEETNO. REFERENCES AOOHINGE LOCATION DE AJLB ads 134' MAX. WIDTH 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 90X 1529 NOKOMIS. R. 34274 UbNO1 ES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / 7" —4" MAX. 13" MAX. O.C. f 53" MAX. 30" MAX. DAYLIGHT DAYLIGHT OPENING OPENING i X ■ SEE METING RAIL - DETAIL r TYP. (2) L. 4 1 " MAX. I 1 4" MAX.1 I •• •••••• f– 1 14 1/2' MAX. O.C. VENT HEAD & SILL ONI.y.; SEE MEETING RAIL DETAIL TYP. (4) 1/uiblp Better "X X" & "XOX" ELEVATIONS • ••• A LUMINUM CASEMENT WINDOW, IMPACT 4, sa�ee>,s sd. sre CA-740 NTS 3 • 12 7045 -8 rt. 74" MAX. WIDTH 30' MAX. DAYUGHT OPENING \ / 141/2" MAX O.C. TYP. ELEVATION "B" - 63' HIGH "XX' (SEE SHEET 5 FOR PRESSURES) B NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYUGHT OPENING 63" MAX HEIGHT • • •••• 1 •••• • • 56" MAX. DAYLIGHT OPENING • • • PRODUCT REVISED as complying with the Florida Balding Cork Act rpts"crly • -0 ,l1 . '2 E • . Date LTW a.; BY ttoduct Cwud D it ••• Or • ••• •••• • • •••• ••• • • • • •••• • 63" MAX. HEIGHT 1 ••• ••••.. • . 1. 7 f6- /o ff • • •• • Luau• A Tume .. P.E. • • Pf201 • •.•• • • ••• • •••• •••• • •••• • ••• • • • • • • • • • • • •. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. - O.C. 4" MAX 3r MAX. WIUIH 25" MAX DAYLIGHT OPENING 65° MAX. DAYUGHT OPENING t 1 141/2" 4° MAX. " MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13° FLUSH AGAINST JAM, MAX TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL Rmsd bete Fx 3/77/00 Rome EV OM FK 3.250.3 as.se Ors F C 7/70103 'a Oar FIG 12177102 t°.ero• A eeethete REVBE ANCHORAGE CHANGE SHEET NO. R&ERE/YCES At DENOTES HINGE 3T MAX WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL SEE HINGE OPENING DETAIL SHT. 4 72" MAX. 13" HEIGHT MAX O.C. 4" MAX. 4° MAX 4° MAX. C ADDNJNGEDETAIL & HINGE LOC4TIONNOTES OHO •r: mre F.K SEE MID-SPAN ANCHOR DETAL SHT.3 TYP. (2) 30" MAX DAYUGHT OPENING 97" MAX. WIDTH t070 TEO 4OLOGY OWE NOKQWS, FL 34275 P.O. BOX 7529 NOXOAOS, Ft 34274 56" MAX DAYLIGHT OPENING 63" MAX. HEIGHT 1 _141/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 53" MAX. DAYUGHT OPENING • P Vtsib& Herres Satafteme C4-740 13" MAX. O.C. 60" MAX WIDTH 53" MAX. DAYUGHT OPENING SEE MID-SPAN ANCHOR I 56° MAX. DETAIL 3 / 1 OPEN ING SHT. TYP. (4) 4 " I 4° MAX_ I L -I ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) 56" MAX DAYUGHT OPENING 63" MAX. HEIGHT 5ar srt NTSI 4 d 12 m.+ov I-- -x- 13" MAX. O.C. ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) I 1-- 14 / 1— -x-13" MAX. O.C. 1/2" MAX O.C. VENT 4" MAX HEAD & SILL ONLY 3T MAX. VENT - 60" MAX. FIXED • • • • ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL UTE (SEE SHEETS 7-8 FOR PRESSURq9)0: "O ; XO' & "OX" ELEYA7IONS • •• ALUMINUM CASEMENT WINDOW, IMPACT PRODUCT REVISED as c°n.plliag •v6 the Florida P.eiding C do Acceptance No • 1 • ll 2 oats !V Je' e / ,�i ... �1 . SEE MEETING • ""° �.e.aco"7Aw� • • RAIL DETAIL SHT. 3 • • • • • • • • ... • • TYP. (2) •• •••• 4 • • • 4 • • 7045 -8 • • • .•4• •••• • • • • •.c• ••. 74/c3' •••• • • •••• 63" MAX. HEIGHT 1 • • • • • •••• • L P.E PE 4sa207 Meehan • • • • • • • • " •1.■ crh !1 •, •1 • tc• -. 11 "X" WIDTH • 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37 000 GLAZING OPTIONS: A B,E A B,E A B,E A B,E A B,E A B,E A B,E A 26.000 NEG -90.0 -90.0 -90.0 -90.0, - 90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 - 75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 7C.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 : 90.0 -90.0 -90.0 -90.0 -90.0 A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5)16' LAMI (118 "HS,.090,1 /8 "HS) E. 13116" LAMI -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 43.000 1 48.000 NEG -90.0 - 90.0 -90.0 -90.0 -90.0 - 90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 70.0 -90.0 7001 -90.0 70.0 70.0 -77.6 70.01- 68.4 68.4 POS NEG POS NEG POS 70.0 -90.0 70.01 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0, -90.0 70.0 70.0 -90.0 7001 -90.0 70.0 70.0 -90.0 70.01 -83.6 70.0 70.0 -90.0 7001 -90.0 70.0 70.0 -71.1 70.01 -61.8 61.8 70.0 -90.0 70.01 -90.0 70.0 70.0 -60.4 60.41- 54.3 54.3 70.0 - 65.5 65.51 -57.5 57.5 70.0 -75.0 70.0 1 -75.0 70.0 70.0 -75.0 70.01 -75.0 70.0 67.9 - 59.0 59.01 -52.8 52.8 50.625 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 - 75.0 - 49.9 HEIGHT POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 54.9 70.0 51.1 70.0 49.9 "3(" WINDOWS 54.000 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 57.000 NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 ' -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 POS 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 11811S,3/8" SPAGE,5/16 LAMI -W/ 1/8"HS,.090,118 "HS) 60.000 NEG -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 FOS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 TEST REPORTS: FTL -3582, FTL -3587, FTL -372 50.4 70.0 45.2 70.0 42.2 70.0 41.1 63.000 NEG -90.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0, -38.6 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 58.9 ,70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 66.000 NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 , POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69.000 NEG -90.0 -90.0 -83.2 -90.0 -65.0 - 90.0 -49.8 -90.0 -43.9 - 87.8 70.01- POST N 70.01- 70.0 I- 70.G1 65.01 70.01- 49.81 70.0 - 43.9 70.0 72.000 NEG, POS 90.0 70.0 90.0 70.0 -81.7 70.0 90.0 70.0 -63.7 63.7 90.0 70.0 48.3 48.3 90.0 70.0 -42.2 42.2 -64.4 70.0 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTION: B. 5/16" LAMI (1B "HS,.090,1 /8 "HS) E. 13/16" LAMI (1B "HS,3/8"SPACE,5,16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170.0 TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) ")0(" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 Rend* FJC FIC Clatr 3/17/73 aft- 325423 FR 7/10 1W Cramer Dam FX 12/17/02 B.E -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.01 -75.0 70.0 Raftscor A Ra°akor B Famszetc Omni! an REVISE TABLES 1 AND Et GLASS TYPE ADO GLASS TYPE E TO TABLES 18 4 C I/O CHANGE THOS SHEET Data 1070 TECHNOLOGY DRIVE NOtt030S R 34275 P.O. BOX 1529 NOKOMIS. FL 34274 -75.0 70.0 -75.0. 70.0 YirihIy Better -75.0 70.0 - 75.0 70.0 -75.0 70.0 PRESSURES- X & XX CONFIG. WINDOWS; ,• •• • ALUMINUM CASEMENT WINDOW, IMPACT a.Yn -ase ace. 04-740 NTS ••.• NOTE IF USING 3/16° TAPCONS aR • 6 • • #12 SCREWS DESIGN PRESSURE. • • • • FOR "XX" WINDOWS IS LIMITED Tp.. .. 46.7 P.S.F • 4 • • 5 > 12 I 7045 -8 x x x • • By • • • rq. • • • Div ••4 • • • • PRODUCT REVISED as complying with the Florida [inkling Cade Acceptance tin l,- -0 , . s E .'ra.nm Date S'S'4I • •. • •••• •••• • • •••• • • • • •••• •••• • • • LucterPA. TuAter. P.E. PE 958201 Muchani.ae 2 ••• •. • • • • ••••t • • • • • • 4 • • ••••4 • • • • • TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL-3580, FR -3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 - 90.0170.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4' TAPCONS OR #14 SCREWS) "XX "WINDOWS TEST REPORTS: FTL-3582 GLAZING OPTION: A 5/16" LAMI (1/8 "A,.090,1/8"HS) '7(X" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 1NEG 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG ' POS POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 r -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 - 67.5 67.5 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 - 60.8 60.8 - 58.0 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 - 53.4 53.4 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 604 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A ` 75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0_ -52.8 52.8 -49.9 49.9 - 46.4 46.4 _ - 43.5 43.5 _ -41.1 41.1 -38.6 38.6 •1.■ crh !1 •, •1 • tc• -. 11 "X" WIDTH • 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37 000 GLAZING OPTIONS: A B,E A B,E A B,E A B,E A B,E A B,E A B,E A 26.000 NEG -90.0 -90.0 -90.0 -90.0, - 90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 - 75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 7C.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 : 90.0 -90.0 -90.0 -90.0 -90.0 A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5)16' LAMI (118 "HS,.090,1 /8 "HS) E. 13116" LAMI -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 43.000 1 48.000 NEG -90.0 - 90.0 -90.0 -90.0 -90.0 - 90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 70.0 -90.0 7001 -90.0 70.0 70.0 -77.6 70.01- 68.4 68.4 POS NEG POS NEG POS 70.0 -90.0 70.01 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0, -90.0 70.0 70.0 -90.0 7001 -90.0 70.0 70.0 -90.0 70.01 -83.6 70.0 70.0 -90.0 7001 -90.0 70.0 70.0 -71.1 70.01 -61.8 61.8 70.0 -90.0 70.01 -90.0 70.0 70.0 -60.4 60.41- 54.3 54.3 70.0 - 65.5 65.51 -57.5 57.5 70.0 -75.0 70.0 1 -75.0 70.0 70.0 -75.0 70.01 -75.0 70.0 67.9 - 59.0 59.01 -52.8 52.8 50.625 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 - 75.0 - 49.9 HEIGHT POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 54.9 70.0 51.1 70.0 49.9 "3(" WINDOWS 54.000 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 57.000 NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 ' -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 POS 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 11811S,3/8" SPAGE,5/16 LAMI -W/ 1/8"HS,.090,118 "HS) 60.000 NEG -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 FOS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 TEST REPORTS: FTL -3582, FTL -3587, FTL -372 50.4 70.0 45.2 70.0 42.2 70.0 41.1 63.000 NEG -90.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0, -38.6 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 58.9 ,70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 66.000 NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 , POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69.000 NEG -90.0 -90.0 -83.2 -90.0 -65.0 - 90.0 -49.8 -90.0 -43.9 - 87.8 70.01- POST N 70.01- 70.0 I- 70.G1 65.01 70.01- 49.81 70.0 - 43.9 70.0 72.000 NEG, POS 90.0 70.0 90.0 70.0 -81.7 70.0 90.0 70.0 -63.7 63.7 90.0 70.0 48.3 48.3 90.0 70.0 -42.2 42.2 -64.4 70.0 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTION: B. 5/16" LAMI (1B "HS,.090,1 /8 "HS) E. 13/16" LAMI (1B "HS,3/8"SPACE,5,16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170.0 TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) ")0(" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 Rend* FJC FIC Clatr 3/17/73 aft- 325423 FR 7/10 1W Cramer Dam FX 12/17/02 B.E -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.01 -75.0 70.0 Raftscor A Ra°akor B Famszetc Omni! an REVISE TABLES 1 AND Et GLASS TYPE ADO GLASS TYPE E TO TABLES 18 4 C I/O CHANGE THOS SHEET Data 1070 TECHNOLOGY DRIVE NOtt030S R 34275 P.O. BOX 1529 NOKOMIS. FL 34274 -75.0 70.0 -75.0. 70.0 YirihIy Better -75.0 70.0 - 75.0 70.0 -75.0 70.0 PRESSURES- X & XX CONFIG. WINDOWS; ,• •• • ALUMINUM CASEMENT WINDOW, IMPACT a.Yn -ase ace. 04-740 NTS ••.• NOTE IF USING 3/16° TAPCONS aR • 6 • • #12 SCREWS DESIGN PRESSURE. • • • • FOR "XX" WINDOWS IS LIMITED Tp.. .. 46.7 P.S.F • 4 • • 5 > 12 I 7045 -8 x x x • • By • • • rq. • • • Div ••4 • • • • PRODUCT REVISED as complying with the Florida [inkling Cade Acceptance tin l,- -0 , . s E .'ra.nm Date S'S'4I • •. • •••• •••• • • •••• • • • • •••• •••• • • • LucterPA. TuAter. P.E. PE 958201 Muchani.ae 2 ••• •. • • • • ••••t • • • • • • 4 • • ••••4 • • • • • HEIGHT "0" WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 O.w"Blc FX . • • • V. - =1 • • 1' �' NS OR #14 SCREWS) 1' : 4-1, - • - • • ' • W TEST REPORTS: FTL -3582 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.080,1 /8 "HS; B. 5/16" LAMI (1!8 "HS,.090,1/8"HS) C. 7/16' LAMI (3/16"A,.090,3/161-IS) I FTL -3562 E. 13/16" LAMI (1/8"HS.3/8" SPACE 6/16" LANK -W/ 1/8 "HS,.090 "HS) FTL -3729 "COX" 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 WIDTH 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 Roma LtX Dat FX A B,E C A B,E C A B,E C A B,E c A B,E c A B,E C A B,E C A B,E C B,E C A B,E c A B,E C A B,E c A B,E C _ Der. .3125423 7!10103 oax 12/17/02 lbw: 04= FX 3117103 R.""a1e FX NEG -75.0 -75.0 -90.0 -75.0 -75.0 90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0, -72.9 -75.0 -90.0 _ POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ NEG POS - 75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -703 70.0 -75.0 70.0 -90.0 70.0 - 65.0 65.0 -75.0 70.0 Pacnx 8 Pe..w C NO CHANGE THIS SHEET amok w -90.0 70.0 - 60.8 60.8 -75.0 70.0 -90.0 70.0 - 58.7 58.7 -75.0 70.0 -90.0 70.0 - 58.2 58.2 -75.0 70.0 -90.0 70.0 -57.1 57.1 -75.0 70.0 -90.0 70.0 -56.2 56.2 -75.0 70.0 -90.0 70.0 - 55.0 55.0 -75.0 70.0 -90.0 70.0 - 53.4 53.4 -75.0 70.0 - 90.0 NEG POS -75.0 70.0 75.0 70.0 -90.0 70.0 -73.7 70.0 -75.0 70.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 NEG POS -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.5 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 - 75.0 -90.0 - 45.4 -75.0 -90.0 -44.5 - 75.0 -90.0 -43.3 -75.0 - 90.0 -42.1 - 75.0 -90.0 -40.9 -75.0 - 90.0 -39.7 -75.0 _ -90.0 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 R abs A RENEE TABLE 4 GLASS TYPES & C ADDGLASS TYPE E TO TABLE NEG POS - 60.4 60.4 -75.0 70.0 -90.0 70.0 -59.0 59.0 -75.0 70.0 -90.0 70.0 - 55.7 55.7 -75.0 70.0 -90.0 70.0 - 63.3 63.3 -75.0 70.0 -90.0 70.0 - 59.3 59.3 -75.0 70.0 -90.0 70.0 - 55.1 55.1 -75.0 70.0 -90.0 70.0 - 52.7 52.7 -75.0 70.0 -90.0 70.0 - 50.0 50.0 - 75.0 70.0 - 88.6 70.0 -49.1 49.1 - 75.0 70.0 - 86.9 70.0 -47.5 47.5 -75.0 70.0 - 84.3 70.0 -46.2 46.2 -75.0 70.0 - 81.8 70.0 - 44.8 44.8 -75.0 70.0 -79.4 70.0 -4a5, 43.5 -75.0 70.0 -77.1 70.0 NEG -48.7 -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -75.0 -81.2 -46.1 -75.0 1070 TECHNO AGY DRIVE NOMAl$, a 34275 P.O. BOX 1529 WOMBS. FL 34274 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 :69.0 POS 543 700 70.0 52.8 700 700 49.8 700 700 56.4 700 700 536 700 700 51.4 700 70.0 48.7 70.0 70.0 46.1 70.0 70.0 453 70.0 70.0 43.9 700 70 0 42 5 70 0 70 0 413 70 0 690 40.4 70.0 67.3 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 -64.9 Visib& Better -39.2 -75.0 -63.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 70.0 42.2 70.0 68.4 u; _117 41.2 70.0 56.7 40.2 70.0 54.9 39.2 70.0 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -75.0 - 90.0 -50.0 -75.0 - 90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -42.2 -75.0 -66.5 - 41.9 -75.0 - 65.4 -40.8 -75.0 - 63.6 -39.8 -75.0 -61.8 - 38.7 -75.0 -60.4 -37.6 -75.0 -59.1 C4-740 47.9 -44.8 44.8 70.0 -75.0 70.0 46.4 -43.5 43.5 70.0 -75.0 70.0 70.0 -90.0 70.0 43.6 -41.1 41.1 70.0 -75.0 70.0 70.0 -90.0 70.0 50.0 -46.9 46.9 70.0 -75.0 70.0 70.0 -84.5 70.0 47.5 -44.7 44.7 70.0 -75.0 70.0 70.0 -76.9 70.0 45.3 -42.5 42.5 70.0 -75.0 70.0 43.5 -41.3 41.3 70.0 -75.0 70.0 70.0 -66.8 , 66.8 42.2 -40.1 40.1 70.0 -75.0 70.0 41.9 -39.8 39.8 70.0 -75.0 70.0 65.4 -61.8 61.8 40.8 -39.1 39.1 70.0 -75.0 70.0 39.8 -38.5 38.5 70.0 -75.0 70.0 38.7 -37.6 37.6 70.0 -75.0 70.0 60.4 -57.3 57.3 37.6 -36.7 36.7 70.0 -73.3 70.0 59.1 -55.9 55.9 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 - 75.0 -37.2 -74.3 - 57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -35.5 -71.0 -53.0 POS 42.2 70.0 41.1 70.0 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70 0 59 1 37 2 70.0 57.5 36.7 70.0 55.9 36.1 70.0 54.5 35.5 NEG -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 POS 39.7 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 362 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 532 34.2 -40.4 -75.0 -67.3 • TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORT: FTL-35110 ALL "0' SIZES UP TO 60.000' WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH II 70.9 • ALUMINUM CASEMENT WINDOW, IMPACT 7045-8 C 1 \ 2 4 0 NOTE: IF USING 3/16" TAPCONS OR 412 SCREWS DESIGN PRESSURE FOR "0' WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "COX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED .flitiriZegi ), • Dram • • • • • • PE ASE1201 Atechsrha "XO" WIDTH "XOX" WIDTH 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 _NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 627 - 60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 - 63.9 63.9 50.0 60.0 - 58.5 58.5 - 56.2 56.2 - 53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 - 47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 - 582 58.2 -55.6 55.6 -52.3 52.6 -49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 428 - 40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 - 75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: - FTL -3582 GLAZING OPTION: A 5/16" LAMI 1 /8 "A,.090,1 /8"H 1 I H TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/81HS) ALL "XO" OR "OX" SIZES UP TO 74.000 WIDE x 63.000 HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 I -75.0 1 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63 HIGH -90.0 1 70.0 NOTE IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO' OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. RAW fir F.K Roam F.K am 3/17/03 bow 32503 Aram EN F.K. 0.4.1434 PIC Darr 7710103 0r4c 12/17/02 flmteloax A Fterisionx B ReAriertz C a.um4•r REUSE TABLE 8, GLASS TYPEA ADD Q ASS TYPE c TO TABLE 9 NO CHANGE THIS SHEET 1070 TE31NOLOGY ORNE NOMSAS, FL 34275 P. BOX 1529 NOX31199. FL 34274 Fic Visibly Better • • •• ••• ••• •• • ••• • •• ••• • PRESSURES - XO, OX, & 1!3- 1/3 -1/3 XOX WIND WS • • ALUMINUM CASEMENT WINDOW, IMPACT samaea, CA-740 NTS • 7 ▪ a 12 7045 -8 R. C \ X 0 X 1 1 X 0 0 X • • • D ' n' ••• • ••• PMSDUCTBEVISED cnwptyagwitS the Florida Dsia'u� Cole Attepteace tlo E . •tioa Dztt •••• • •••• • C •••• • • • • • •• • ••• • ••• •. • •. •••• • • ••• • • •li • .G •• • •••• • •••• ••• • • •••• • •• •••• • • • • Lucas •. Trager, P.E PE 558201 Mechanical • • • -,• • y., 'S «. • - TEST REPORTS: FM-3580 0,3116 "HS) FTL -3582 FTL -3729 26.000 36000 38.375 43.000 48.000. 50.625 54.000 57.000 60.000 63.000 UNEQUAL LITES NEG POS NEG POS NEG NEG POS NEG POSJNEG POS NEG POS NEG POS NEG POS NG OPTIONS: A. 5/16" LAMI (118"A,.090,118" S) B. 5/16" LAMI 1/8 S,.090,118 HS) C. 7/16' LAMI (3/16"A,.09 E. 13/16" LAMI 118 "HS 3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS HAG ''COX" VENT FIXED WIDTH WIDTH WIDTH X 115.892 69.264 86.919 95.973 108.649 122.000 123.135 70.0 47.9 126.000 130.000 130.378 134.000 A -75.0 19.125 31.014 B,E -75.0 C -90.0 A -75.0 24.000 38.919 B,E -75.0 C -90.0 A -75.0 26.500 42.973 B,E -75.0 C -90.0 A -75.0 30.000 48.649 B,E -75.0 C -90.0 A -75.0 32.000 51.892 B,E -75.0 C -90.0 A -75.0 33.687 54.627 B,E -75.0 C -90.0 A -75.0 34.000 55.135 B,E C A 34.791 56.418 B,E C A 35.896 58.209 B,E C A 36.000 58.378 B,E C -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 A 37.000 60.000 B,E 1-75.0 C -90.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ REWWW Ooan' AMd"r F.K 3/25/03 B ADO GLASS TYPES TO TABLE 11 -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 - 43.6 -75.0 - 90.0 - 43.5 -75.0 "a R4DK mw >7ssna FK 3 A REUSE TABLE 11,GLASSTYPESA&C -90.0 -42.2 - 75.0 -90.0_ 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 ?0.0 70.0 _ -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 63.4 63.4 -75.0 70.0 -90.0 70.0 -57.2 57.2 -75.0 70.0 -50.4 50.4 -75.0 70.0 -90.0 70.0 - 46.8 46.8 -75.0 70.0 -90.0 70.0 - 44.0 44.0 -75.0 70.0 -75.0 -90.0 -426 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 read Br 0aoc er rcna. FJC 7/10703 C NO NNANGE THIS SHEET O O.doa8f Dam F.K 12/17/02 4 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS NEG POS -74.1 70.0 -75.0 70.0 -90.0 70.0 - 56.5 56.5 -75.0 70.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -90.0 70.0 -65.8 - 43.6 43.6 -47.9 70.0 -75.0 70.0 -75.0 70.0 -85.0 42.6 -46.7 70.0 -75.0 70.0 -62.8 41.2 -45.1 70.0 -79.9 41.0 -45.0 70.0 -75.0 70.0 -79.6 39.7 -43.5 - 75.0170.0 -75.0 -90.0 70.0 _ -77.1 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 , 1070 TECHNOLOGY ORIVE 11OKOMIS, R 34275 P.O. 130J7 7529 NOHOMIS. R 34274 - 64.9 64.9 -75.0 70.0 -90.0 70.0 -50.4 50.4 -75.0 70.0 -90.0 70.0 -55.2 55.2 -75.0 70.0 -90.0 70.0 -50.7 50.7 -75.0 70.0 -84.7 70.0 -47.4 47.4 -75.0 70.0 -78.6 70.0 - 44.7 44.7 -75.0 70.0 - 74.0 70.0 - 44.3 44.3 -75.0 70.0 -73.1 70.0 -43.1 43.1 -75.0 70.0 - 71.3 70.0 - 41.5 41.5 -75.0 70.0 - 69.3 69.3 -41.4 41.4 -75.0 70.0 -69.1 69.1 -40.4 40.4 -75.0 70.0 -67.3 67.3 -60.6 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 - 69.4 -42.4 -75.0 -68.8 -41.6 -75.0 - 67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 - 75.0 -63.3 60.6 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 -64.7 42.4 -41.1 70.0 -75.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 c x_ visibly Becrer -56.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.1 -402 -75.0 - 62.5 - 38.9 -75.0 -60.6 - 38.8 - 75.0 -60.5 -37.7 - 75.0 -59.1 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 700 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 _ S"oaca,a CA -740 -56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 - 61.0 -39.3 - 75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 ; 57.4 - 36.7 - 73.3 -55.9 56.1 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 55.9_ -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 64.8 -61.4 - 37.5 -74.9 - 58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 -53.0 53.3 70.0 39.2 70.0 70.0 43.6 70.0 70.0 70.0 63.3 33.6 70.0 61.4 37.5 70.0 53.4 37.3 57.9 36.9 70.0 54.7 36.1 70.0 54.6 35.5 70.0 -50.5 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -36.6 -73.2 -58.8 -71.4 -55.7 -35.5 -71.0 -35.0 -70.1 - 53.8 -34.3 -68.6 -68.5 - 51.7 -33.7 -67.4 ALUMINUM CASEMENT WINDOW, IMPACT 50.5 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34 3 68.6 51.9 34.3 68.5 33.7 67.4 UNEQUAL UTES UNEQUAL UTES PRCDUCT REVISED as ceasplyins with the MAU Acccproi.cc No "XO" & °Or WiNDOW WIDTHS EQUAL THE SUM OF THE VENT VVIDTH AND THE FIXED WIDTH. • ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH TABLE 12. (BASED ON 1/4" TAPOONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3tfte " • 00 410 • NOTE: IF USING 3116' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "X0* OR "OX" AND °X0X• WINDOWS IS LIMITED TO 41.3 P.S.F. PRESSURES- UNEQUAL CONF1G. XO, OX &10)c.• 00[0 0000 • 00004 [90.0 1 7C4A • • --f • Or qz. • PE a93201 Modianicol MAX. HEIGHT (SEE SHTS. 3 & 4) Rm.'s/Jibe FJC Rose or FJC FJC tea... FJC asvzo 325!009 owe 7/10/03 12/17/12 VERTICAL SECTION OPERABLE UNIT Ohnesats A Rssisisnx C Cleated Ett MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) NO 04G THOS SNET ADO 13/16'1.G. GUUZJNG BEAD ITEM SHOW TOP HINGE VERTICAL SECTION FIXED UNIT 1070 TENNOLOGY DRIVE NOIC)MIS, FL 34275 P.O BOX 1529 NOKDN1S. R. 34274 ff V isibly fleeter HORIZONTAL SECTION - XX rryrw MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X • • • • e .. • •... t .•.• 4 • 4 •. •. SEC TIONS ••• • • / • 4 ALUMINUM CASEMENT WINDOW, IMPACT_ • • • 4, ae..k stow Most assav son r — CAA -740 NTS 9 & 12 I 7045 -5 j C PRODUCT REVISED as complying with the Rodin Dtchliog Code Acceptnnee ration Ash BY C 6 • ••• • •••• • • • ...• • • •••. • lhtls4l Turner. P.E • • • • • • .•. • • • • • • MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME REFERENCE "X0" &'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 Q ASSEMBLY DETAIL, SHEET 10' MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT ( I ) I- DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "X" FRAME JAMB Fit 3'17203 A REVSED FRAME ASST OETAO. SCREW SPACING tbrsd71x FK F.K Q ar F.K. FRAME ASSEMBLY TUBE, MATL: 6063-T6 "XO' & "XOX' FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL CLdr Doter 7/hW03 12/17/02 °XX" FRAME ASSEMBLY DETAIL Routes B a C Chided W #8x1 QUAD PH SMS (2) PER CORNER 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 NO CHANGE TH1S3HEET NO CHANGE THIS 3HEET !box SASH FRAME ASSEMBLY DETAIL 7070 TOHNOLOGY DRIVE NOJ<OMIS. R.34275 P.7. BOX 7529 NOKOMIS, R..34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL Visibly Better 2.784" - 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A seasoossr 1.159' 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM • .. •• P __ EXTRUSIONS & ASSEMY DETAIL AL UMINUM CASEMENTWINDOW, IMPACT "• ` NTS 10 d 12 7045 -8 1 C .062° NOM. L 2.784° FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A • • • • • • • •.•• • •••• 2.919" PRODUCT REVISED as complying with ILc Mega guiding Code Ars:Ftance No Ex . ratios rate I. By 1 r . .1 • • • • • • • • • • • • • • • • • � • • • mo w. • �--�_ • • • • • • •••• • • 2 / /v • • •••• • • •••• • LtaLffe Turner. P.E. • PE #51261 • •hlcUrans • • • ITEM DESCRIPTION 1 2 3 4 5 6 7 8 31 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 32 33 46 50 51 52 53 54 55 67 68 69 70 71 72 er F1C F.K Ix FJC Damn OF FJC DWG # I PCT. # 7002A l 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 31(7/03 bow 3/25/0? aux 7/10+0.9 12/1 78LPQA #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X1/2°X1/8" CLOSEDCELL FOAM TAPE Renktiaar A SASH -TOP, BOTTOM .@SIDE RAILS Amebae 0 MAIN FRAME - HEAD, S1.L & JAMBS 781 PQA #8 X 1 QUAD PH SMS C 67017K BULB WEATHERSTRIP .187X.240 SASH CORNER KEY er MAXIM MULTI -POINT LACK LOCK SUPPORT PLATE 78X78PPSMS 7858ZA 6I63K 61635K 60976 78x12PSTW/B 67004 712XIPPT 711573 5FLDRD #10-24 X 562 PR. PN.1Y?E F MULTI -LACK KEEPER (EH. & LH.) #8 X .875 PH. PN. SMS TIE DAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B H. STUD BRACKET (L & R.H.) '#8 X 5/8" FLT. PHL SMS 5/16" LAMINATED (18A 14.1/8115 GLASS) 090 INNER LAYER - SOLUTIA OR DUPONT PVB OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 710a12FP #10 X 500 PH. PHL 5/16" LAMINATED (1/8115 & 18HS GLASS) .090INNEIR LAYER - SOLUIIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3/16ES & 3/I6HS GLASS) INNER NER LAYER - SOUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP (mop 44 SILICONE - DOW CORNING 899 OR 995 45 PARABOND SETTING BLACK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CUP #8 X .500 SMS S CASEMENT FRAME ASSY.TUBE #12 X 1" PIL PHI. TEL TACK SUPPORT PLATE LACK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE NO CNG 1743 &HET ADD 13116" LG. GLASS 6 GRAZING BEAD NO MANGE MIS SHEET Orta ITEM 73 74 75 80 81 82 83 85 86 107073tNOLOGYDRNE NOtUVlS, FL 34275 P.7. BOX 1529 NOKJMIS, FL 34274 DWG # 7025 7016 7005A 1155 7010 • 7007 7047 .706" .350" PGT. # 70834A 781PQA 67407 13/16" .050" ----jf " .865' 40 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" ---�1 0 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 3 040 1.000" .423° � ( 50) CASEMENT SCREEN 1 MATL: 6063 -T6 DWG# 7006 Visibly Better a."oae,ae CA-740 DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER 48 X .750 QUAD Pli SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS 48 X 1 QUAD PN SMS FIXED FRAME CU 1NER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" LG.) LG. GLASS (l/8"HS3/8 "AIR SPACE,5 /16 "LAMI) 5116" LAM1(21ITES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTLA OR DUPONT PVB FRAME NTS I I-- .172' .870" .050" .569" O 13/16' GLAZING BEAD WATL: 6063 -T6 DWG# 7047 .125" .062" - 1 1.124r- .093" .093" 3 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A I NSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1 2701" • 4 • • • •• • ••••4t ••••4• •••4 • • •••4 • 0064• PARTS LIST & EXTRUSIONS • ALUMINUM CASEMENT WINDOW, IMPACT sa.s m"+.ora 11 a 12 7045 -8 C � E .993" .289 ° .040" PRODUCT REVISED a s eomplyiag v itt' the F1odda Boi1liag Cade Aa.ytncc No irutdou Date @Tsai Diva! • •••• • • •••• 1 • • 0000 • • • ••••?•:- � ...•• 12 0"000• • • • • •• •4 • • • • 0410• • • • 00•• • • e S1 P.E • � ��2pp1 M•chanical • 7 4. 4 '3 •' • • iPPKOVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r #120R #14 SCREWS 1/4" MAX SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 • BELOW AND SHEET 1, NOTE 4) i r NOTES: Row a. Fx Rend of F.K vey FJC a .n err Fx Ora 3M7Po0 Dra 325213 Data 7110103 Dam 12!17/.2 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK Roweiras A Rwisionsc 0 thee ... , wsw V V JL.0 UC.K LESS THAN 1 12" THICK (SEE NOTE 3) 1 /4 ° MAX SHIM 3/16° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) j 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE D�9 AOM14 SCREW OPTION NO CHANGE 1311S 1S SHEET NO CHANGE 77-11S SHIFT Data 1 1/4' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM -1 # 12 OR #14 SCREWS 1/4" MAX SHIM 3116" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITN 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 12° THICK TO BE ENGINEERED BY OTHERS. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0 BQX 1529 NOKOMIS. FL 34274 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) �T Viably Betrer 1 1/2° MIN. EMBEDMENT AXED UNIT FRAME TO WOOD BUCK 1 12" OR MORE THICK 1 1/4° MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) - 114" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW ` AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. • • • •• •••• • •••• ••• • • •• •••• • •• • •••• Oftvolbe ANCHORAGE DETAILS • • • ALUMINUM CASEMENT WINDOW, IMPACT •. Salasaaask CA-740 `ZTS fl 12 1 1/4° __ MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK D.wa, 7045-8 •. • PRODUCTRF.VISED as complying with the Honda DeCoie AcceptanceNo ration Date 1 ••• • •••• • • • •• • •• • • • . • `' 3 •• •••• • • • lamas /*Turner, P.E • PE 451001 Mechanical • • • • • • • • • • • • MIA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 1,05—(Xo • • •• • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • •• • • • • • • • • • miSmi.gurk 6OFJNo'YZ FLORIDA METRO -DADS FLAGLER BUILDING • 140 WEST FLAGLER STREET, SUITE 1603 M (, Fl ; 1 0 • (305) 3746:290; •F 61300I) ) )75 30542 08 8 • • ••• • • • • •• • • •• 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 Florida Building Code, . including the High Velocity Hurricane Zone. DESCRIPTION: Series 'DPW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, 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. NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 •• • • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI LG. GLASS COMPRISED OF (1) LITE OF 3/16" HEM i STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI LG. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16 LAMINATED GLASS WHICH LS COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 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. POSfT1VE 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. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL MAX 812" FROM CORNERS MAX 11' 0.C. ® MAX. 812" FROM CORNERS MAX 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX 5" O.C. JAMBS: 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11 "O.C. JAMBS: O 'MAX. 8 1Q 8 Ur FROM CORNERS MAX 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 &1 0 • • • •4 • ••,••• • Ap pavv4d as r Dar 02- 101 MAO 1 Y47:174 =-1[. •••• • •••• • •.• ..• • _ • .• • ..e ••4 Rime 1d""4 •r AwdBr F.K. tr ek F.K. Ric Dar Cow 12715/X1 Doc 7114/03 w."o.r A o.d..der REDUCE MOOR SPACING Dam 1070 TEU+NOLOGY MOVE - NOK0111$ FL 34275 • P.O. BOX 1529 NOKOM IS FL 34274 P c�T Visibly Better NOTES & TABLE OF CONTENTS • • • ALUMINUM PICTURE WINDOW, IMPACT PWJ01 raw 131.. NTS 1 "10 I 01.4,4. 4259 -4 I •4 •. ° - -- • • • •4 •. •• ••4 •.• • • •• •• • • • • 11'7 4 4' • • .� • • .••• aoe«� A r Swami • i •. • • • • ••• • ..• • .• . • • •.. • • • ••• • ••• • 3/16' ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE OUTSIDE Raw Doc 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 12/1S/D3 o.rc 7/14103 OR RevisenK A NO CHANGE THIS SHEET orwe 7/16' LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OR 11/16" NOM GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 1070 TEZHNOLOGYORIVE 0101OM5, FL 34275 PD. BOX 1529 14 0101I FL 34274 OUTSIDE I � Visibly Better GLAZING DETAILS e %&701 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16 HEAT STRENGTHENED GLASS I NTS I 2 > 10 I 4259 -4 11/16' NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PICTURE WINDOW, IMPACT NO+v . ,nT�7Gai] .. • • • . '' •• • •••. • • • • . • • • .... • • • •... i,. • • L �f 3 •.-- • • •• • Robe* Is Gary PE PE 139712 Structural HEXAGON MAX SIZE = 60" BETWEEN FLATS OR MAX AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96' X 47* OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96'X48' OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX SIZE = 60' DIA. OR MAX AREA = 19.63 SQ. FT. 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. EYEBROW MAX. SIZE = 96" X 48' OR MAX AREA = 31.99 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. 96° MAX 92 1/4" MAX. DLO -1 RECTANGLE MAX. SIZE =48 "X96" OR MAX. AREA = 32.00 SQ. FT. QUARTER CIRCLE MAX SIZE =68 "X68' OR MAX AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96' X 4T OR MAX AREA = 31.99 SO. FT. 44 1/4" MAX DLO • TRAPEZOID '••. MAX.SIZE= 48'X96" •••••• OR MAX. AREA = 31.99 SQ. .._•:•• ARCH. MAX. SIZE = 48'X96" OR MAX. AREA = 3028 SQ. FT. .•. • • • ••. • .••... � • 1161 a ter. •••• • ••.• • •.•• • Fes •r word Dr 0 F.K. Dow 12/15/03 F .4 FX 7/14)03 NO CHANGE THIS SHEET 1070 TECHNOLOGY ORME NOXOAO$ F7 34275 P.0. BOX 1529 NOK0IOS, f 34274 PS T F LANGED ELEVATIONS A LUMINUM PICTURE WINDOW. IMPACT Visibly Better 3.-- "°•` i' � 4 51, Pw.701 NTS 3 • 10 4259 -4 • • i ( • ( • . • • • ROtirih. Walk. P E. A T4 • P9 539 • • E :7 1 ••• • • • • • • • • .... • • • • • . • • • • • 1 • • • • : • • • • : . •• 1•• • • !N (t(iFCAL r!N tU VA 1 lUNS • • • ' • • ra .—r • r • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. 0l e7 F.K. 7/14/03 FAN MAX. SIZE = 96"X47' OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. a.a.n : at EYEBROW MAX. SIZE = 96' X 48' OR MAX AREA = 31.99 SQ. FT. RECTANGLE MAX. SIZE = 48'X96" OR MAX AREA = 32.00 SQ. FT. 7070 TECHNOLOGYORNE NOx310S, R 34275 P.O OCX 1523 NOdOMjS R 34274 OCTAGON MAX. SIZE =60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. PST Visibly Better ELLIPTICAL MAX. SIZE = 96"X4T OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68"X68" OR MAX AREA = 25.22 SQ. FT. TRAPEZOID • • • MAX. SIZE = 48" X 96' OR MAX. AREA = 31.99 SQ. RF.0 • • ALUMINUM PICTURE WINDOW, IMPACT ]. Sear sir n..i"I4 • Yµ P701 I NTS I 4 • 10 4259 -4 �A• • • • ARCH. MAX. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. ATlse.ir _ _ Mar Com Pang "sil• • • • .... • • • •••• • •• •. ••• • IL•Io• t+aru •••• • •••, •• • • •••I •• • • • • •••l • • • •••4 • •••11 •• • • •••■ •• • • • .. • • • • WIDTH 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A&C 1 1 1 &D 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 80.0 AREA SQ.FT. 9.698 11.569 13.441 15.313 15.823 16.333 54.500 B &D 1 � 80 0 -80.0 80 0 1 -80.0 80 0 1 -80.0 80.0 1 -80.0 80.0 1 -80 0 80 0 1 -80.0 { AREA SQ.FT. 10.786 12.868 14.950 17.031 17.599 18.167 60.000 A&C 80.0 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 67.2 -68.6 67.2 -67.2 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 11.875 14.167 16.458 18.750 19.375 20.000 65.500 1 B&D 80.0 1 -80.0 80.0 1 0 -80.0 0 -80.0 80.0 1 -80.0 80.0 I - 8 80.0 1 -80.0 AREA SQ.FT. 12.964 15.465 17.967 20.469 21.151 21.833 71.000 1 1- B&D 80.0 1 -80.0 80.0 1 -80.0 80.0 0 0 80.0 8 1 -80.0 80.0 1 - 80.0 80.0 1 -80.0 AREA SQ.FT. 14.052 16.764 19.476 22.188 22.927 23.667 76.500 A&C 80.0 -80.0 76.8 7800.0 59.7 52.8 -52.8 1 1 1 - 1 -80.0 80 0 1 -80.0 80 0 1 -80.0 AREA SQ.FT. 15.141 18.063 20.984 23.906 24.703 25.500 82.000 A &C 80.0 -80.0 74.1 - 74.1 56.5 - 56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 B&D 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 AREA SQ.FT. 16.229 19.361 22.493 25.625 26.479 27.333 87.500 A &C 80.0 1 -80.0 70.7 -70.7 1 53.6 - 53.6 f 43.6 -43.6 43.4 -43.2 43.4 -43.4 1 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1. -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 2&255 29.167 93.000 &C 80.0 -80.0 69.1 -6 51.4 -51.4 42.5 -42.5 40.7 - 41.0 1 -40.7 1 A B&D 80.0 1 - 80.0 80.0 1 -80.0 80.0 -80.0 1 80.0 -80.0 80.0 -80.0 1 79.4 1 -79.4 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 31.000 96.000 1 1 B &D 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 80 0 1 -80.0 80.0 1 -80.0 76.6 1 -76.6 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 32.000 COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) WINDOW C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G. 3/16HS 7/16" SPACE 7/16" LAMI 3 /16HS .090 3/16" HS WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 • • •• fVlJ1tJ: • 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE UMITed • . • • TO + /-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. • • ••.• ••.. • • • • 4 •• •• •• • ••.- • •••4 • • • 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. • • • •/v ••••I 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE. QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST • • • •' RFPTANGI It AR SI?F IN TART F 1. WHICH THFIR OVFRAI I WIDT AND HF I(HT DIM FNS ONS COMPI FTFI Y FIT WITHIN - . . • • : • •. Revitimc •rpo " • 7 +••4•. DOW : .. FLANGED UNIT DESIGN PRESSURES 1o7ou voLOCroalvE ••• • 11•11: NOKOMIS. FL 34275 r.. ' • • • •••11 �•• w� ALUMINUM PICTURE WINDOW , IMPACT • FJC 12115/01 A CHANGE NO7E 1 ANCHORING WITH 1112 SCREWS P.O. BOX 1529 • RoDMIf 1� P.E. o....er: cre u e.e•r: Day. nacoms.FL3427r Visibly Better """"' sae s . .r °°"°" - • • :••. RA 7/144173 Pw7o1 ' NTSi 5 + 19 4259 -4 rflM • • • • • •• • • . • •• • • • • 82.00 1 B&D 80.0 1 -80.0 80.0 -80.0 80.0 1 -80.D 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 AREA SQ.FT. 16.229 19.361 22.493 25.625 26.479 27.333 87.500 0.0 1 80 0 42.6 43.1 -42.7 43.1 0.0 B &D 80.0 1 -80.0 -80.0 0 1 -80 -80 0 ` ` AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 29.167 93.000 80.0 1 -80.0 65.0 B &D 80 0 1 -80.0 80 0 1 -80.0 80 0 1 -80.0 80.0 { -80 0 79.7 1- 9.7 76.0 1 -76.0 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 31.000 96 1 1 B &D 80.0 1 80 0 80.0 -80 80.0 1 -80.0 8 -80.0 76.9 1 -76.9 73.1 73.1 AREA SQ.FT. 19.000 22.667 _ 26.333 30.000 31.000 32.000 COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS GLASS TYPE: B 7/16" LAMINATED GLASS C. 1 1/16" LAMI I.G., 3/16HS, D. 1 1/16" LAMI I .G., 3 /16HS. WINDOW (3/16 "A, .090, 3/16HS) (3/16"HS, .090, 3/16HS) 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) 7/16" SPACE 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 WIDTH 49.000 AREA SQ.FT. 54.500 1 A&C B &D AREA SQ.FT. 60.000 AREA SQ.FT. 85.500 I A &C B&D AREA SQ.FT. 71.000 76.500 AREA SQ.FT. Rend By A &C AREA SQ.FT. 15.141 I C Re* ay Dow FX 12II12,15103 Fx 7,14103 • B&D Dar B &D A &C B&D A &C B&D 28.500 Combat Br 80.0 1 -80.0 80.0 -80.0 9 80.0. -80.0 80.0 -80.0 10.786 80.0 1 -80.0 80.0 -80.0 11.875 80.0 -80.0 80.0 -80.0 12.964 80.0 1 -80.0 80.0 1 -80.0 14.052 80.0 1 -80.0 80.0 -80.0 34.000 80.0 1 -80.0 80.0 -80.0 11.569 80.0 1 -80.0 80.0. -80.0 12.868 0. f -80.0 80.0 1 -80.0 14.167 78.9 -78.9 80.0 1 -80.0 15.465 75.3 1 -75.3 80.0 1 -80.0 16.764 72.6 1 -72.6 80.0 1 -80.0 18.063 Q A , CHANGE NOTE 1 ANCHORING WITH #12 SCREWS 1 39.500 80.0 I -80.0 80.0 -80.0 13.441 78.9 1 -78.9 80.0 -80.0 14.950 722 1 -722 80.0 1 -80.0 16.458 65.5 1 -65.5 80.0 1 -80.0 17.967 61.1 1 -61.1 80.0 -80.0 19.476 57.1 1 -57.1 80.0 -80.0 20.984 1070 TECHNOLOGY DRIVE somas. Ft 342 ? - • FA BOX 1323 NOKp•1 71.34274 45.000 80.0 1 -80.0 80.0 80. 15.313 74.3 1 -74.3 80.0 -80.0 17.031 67.8 1 -67.8 80.0 1 -80.0 18. 750 61.7 -61.7 80.0 -80.0 20.469 • 56.4 -56.4 80.0 -80.0 22.188 23. PST Visibly Better 5 """" PW.7 46.500 79.4 1 -80.0 80. 0 -80.0 15.823 71.9 I -73.1 80.0 1 80.0 17.599 65.0 1 -66.4 80.0 1 -80.0 19.375 59.6 1 -60.7 80.0 -80.0 21.151 54.6 -55.5 80.0 -80.0 22.927 51.5 1 -51.5 51.0 -51.3 80.0 1 -80.0 , 80.0 -80.0 24.703 48.000 79.4 -79.4 80.0 -80.0 16.333 71.9 -71.9 80.0 80.0 18.167 65.0 -65.0 80.0 -80.0 20.000 59.6 1 -59.6 80.0 1 -80.0 21.833 54.6 1 -64.6 80.0 -80.0 23.667 51.0 1 -51.0 0.0 1 -80.0 25.500 .. , ••• NU l t5_ • 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4'TAPCONS. DESIGN PRESSURES ARE L MREt) • • • TO + / P.S.F. WHEN ANCHORING WITH ;«12 SCREWS. 2. ALL MAXINUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. • , • • • 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE. QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2. OR TO THE PRESSURE FOR THE SMALLEST • , • • • R E TAN GJLAR SINN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. 1 • •• INTEGRAL FIN UNIT DESIGN PRESSURES • • ,air • ALUMINUM PICTURE WINDOW, IMPACT s- s - oar NTS 6 d 10 ` 4259-4 • • 1[1L • •.•• ••• . ••• ••• • • It • • • /7, • •••• • • •••• • •••• • •••• • •••• ..•• • • •••• .. • •• • • • • • • • • • • . • 2.784" SCREWED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTM DN (FLANGE FRAME) 0 O o I i if III KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT { WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING r . 2.784" (FLANGE FRAME) INSIDE • • • • •• • ••4•• •..4•• VERTICAL SECTION . • • I•• Aon*.. s e...raw.re ob. .... • • ••.. .• .•.• •... • • ••• ..•. • •••• :• • • •.•. Rat,/ Br H BO Oas Dow Road ar. F.K F.K 0r 12/1503 Dole 7114!03 Roolobour A aeons• r NO CHANGE THIS SHEET Lbw 1070 TC-CHNOLOGY DRIVE NOKCU405. a 34275 P.Q BOX 7579 NOKOMIS. FL 34274 Visibly Better SECTIONS & CORNER ASS'Y, FLANGED •••• rar !-• ALUMINUM PICTURE WINDOW, IMPACT •• • • • • • •.•• • •..• M• P-E- • PE 439712 • • • • •9u•aa• • • • .• s.ew.ee.. PW-701 ` NTS 17 • 10 4259-4 IV 'Mr • 2.784 SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 0 MAX. DAYLIGHT OPENING 2.784" U -11" J INSIDE • VERTICAL SECTION •••.•• (INTEGRAL FIN FRAME);••: • • ••• • ••• • ••• ••• Rawl Br 4.- F.K. Dep. Elr Fx Datc Arc Ratricar A aid r A a.ON•r 12715/03 7n4103 AO CHANGE OAS SNEE f 1070 7EQ NoLocrO7WVE N IS, R. 34276 P.a 80X 1529 NOHOS65. Ft 34274 Visibly Better Oacrlodes SECTIONS, INTEGRAL FIN ••• rift • ALUMINUM PICTURE WINDOW, IMPACT PW701 0 B - 10 I I NTS 4259-4 r • ••• .: • • �•• • 11 OAK P.E. PE 629712 ••• • ••• • • • • • • • • • • • • .. • . •• • •• • • • • ITEM 1 17 2 7 8 1 0 11 12 13 14 15 18 20 21 22 Amer Ilr DWG NO. 4256A 4253 1155 • 4255 4254 1224 4224 4262 Rolisfarer PART # Rwiliate Reader Dac F.& 1315101 A Downer D_ a.cm.eer D+.c F.X. 7 /14/03 64256 64253 781 PQX 64255 64254 6TP247 64262 .970" —1 ITEM 10, DWG NO. 4255 DESCRIPTION INTEGRAL AN FRAME HEAD, SILL S JAMB FLANGED FRAM HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOWNT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAM11.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16' LAMI GLASS. 3/16" ANNEALED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16° HEAT STRENGTHENED 1 1/16' LAMI 1.G. GLASS: 3/16' HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI 1.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 NO CHANGE THIS SHEET MATL: 6063 -T5 DWG NO. 4254 7070ITECWO.OGY DANE NcKOAOS. a 34Z'S PA BOX 1529 NOKOMIS, FL 34274 1.875" P T Visibly Better s """°" PW-701 .062' -- I 2.784" --- .077" ITEM 1, INTEGRAL FIN FRAME MAIL• 6063 -T5 DWG NO. 4256A h' - .062" 2.784' ITEM 2, FLANGED FRAME • " "• Ofteripias EXTRUSION R( F1LES &PARTS LIST • • • ALUMINUM PICTURE WINDOW, IMPACT • sm. sacs ow.i•w I NTS I 9 a 10 I 4259 -4 • • 1 • • • •• • .•..•• • 2.500" Aiptar •s oosfbiat •••11 ahr 11n I& Ode 4 • 'SfIL - y ic •• • • • •••• •••• . • • MATL: 6063 -T5 DWG NO. 4253 • • • • • • • • • •••• • L / . • • • • • •••• • • • • Robert 1 • A sa.wrei • •• • •• 4 • •. • • •• 1 • •• ••• • • • • • ••• .•• • •.. • • • • ' ••• •. ••• • ••• • Rarear .130"DIA. MIN. x212"NAIL, AT CORNERS AKD 5' O.C. Am ex Wow ......� FJC 12/15/03 A WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A aawskam Own ey Dar avast Br MIK FJC 7/74103 1/4° MAX. f SHIM 1 1 12° MIN. EMBEDMENT 114" TAPCON, 812' MAX. FROM CORNERS & 11' MAX. O.C. A (SEE NOTE 1) AS APPROVED BY BUILDING OFFICIAL s FLANGED DETAIL D (SILL ONLY) CHANGE NOTE 1 AND FASTENER SPACING 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 1070 TECHNOLOGY DRIVE NORMS, FL 34275 #12 SCREW, 8 1/2° MAX. FROM CORNERS & 11° MAX. O.C. A 1 1/4" MIN. -••• . • • EMBEDMENT: • - • a = 1 PST 1/4" MAX. r SHIM T 1 12" MIN. EMBEDMENT 1/4" TAPCON, 812" MAX. FROM CORNERS & 11" MAX O.C. A (SEE NOTE 1) 1/4' MAX. SHIM 1 SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1x WOOD BUCK (SEE NOTE 2) • NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 1 2. A - IN MIAMI - DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHMI • • • TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. • ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT • #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4° MAX f SHIM T re • vzr 4_ 10616.--21111..t)2 ! 4 • • • • • • • • • • •••• • •••• • •••• • • • B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS O R• •• •" • •/ ,• • ••• --• • f[ . • ••• ••• IL /4 •. • P.O. 90X 1529 _ • • • Robell•Olak P .E. M7XC1L7S, R. 3074 Visibly Better X701 N TS , 10 TO I �� 4259 -4 r i1• • • • PE•39Tu • SWIM ••• • ••• • ••• e • ••• •••1 •••• • ••• 1 • • • • •• • • . • • • •• • • • • g e- ,/(frtv ta! iA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) St3(e 'S 1 • • • • PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this 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: I "x Std. WaIl•Aluminama Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 66204, titled " 1" STD. Wall Mullion Arrangement Detail", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/26104, with revision "A' on 5/3/04, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miarni -Dada County Product Control Division. MISSILE IvMPAC7' RATING: Large and Small IVfissile 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. LINSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shell be available for inspection at the job site at the request of the Building Official. This NOA revue NOA # 02- 0701.05 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 04- 0528.04.m ax t 1AM1.1jADl COUNTY.FLOEJpA METRO -O4aLAGLEg BiggINc' : : 140 vvEsr rt,A4tAR §11,Err,dri tao3 : : MIAMI, MINIMA 33130 -'1563 (305) 375 -2401 FAX (305) 375 -2908 .. • • • • • •• •• NOA No 04 -0528,04 Expiration Date: June 2E, 2006 Approval Date: July 08, 2004 Page 1 • • • .• • • • •• •.• •• •• .• • • • • 1- w W . qt +192 (2) WINDOWS MQLLED TQOOEH FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH 11 NOTES: I. FOP ANCHORAGE TYPE, QUANTITY AND LOCAnom REFER TO SHEETS 2, 3 AND 5 1 2. WINDOWS MAY 9E MULLED TOGETHER, TO A MAX. OF 7 3. MUtLIONS APE APPROVED FOR IMPACT & NON- IMPACT 4. REFERENCE. TEST REPORT t IL- 2902, 2903 AND 2975 UNITS N • NI 0.12 ILLWINDOW MULLED W /ONE ABOYE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR HI +H2 MULL LENGTH = W W • Wt +•a H• Ht +H2 (2.) WINDOWS MULLED Y 6BOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 14 1) MAX OPENING = H OR HT -1-H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING W OR W 1 +W2 MULL LENGTH = H1 ( I ufr a Rob:rt 1. Clark, PU PE 939712 Stractiral --irr- —e- - �z- :- --r*s -1 by W . PY >+022 +14 H + moo MULTIPLE W1NPOW5 MULLED 1J/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 143) MAX OPENING = H OR 111 +H2 MULL LENGTH = W OR W11'W2+W3 M4) MAX OPENING = W1 +W2 OR W2fW3 MULL LENGTH = HI • • • •• • • TO BE USED Q Y. WITH POT INLL TR 4ES PRODLf&&TS • a, 41 / _•_.• . F x. j s�: V4 T a -�' Adla norr • Av P.J.F. "' 4 • /28/0 att , au ..,. •••• •••• ARRANGEMENT DETAIL• • • • • • •••• Mb' 0 1" STD. WALL MULU• 'M • 000 • ••00 • • . tt told :roman ERNE PA 90,Y 1529 Sceee lac'a� Socro SAwt ti o .: _ •• . +<'sa .rrt01, A .14.77, myeous. n .347,.1 MULLS 1 N:-.1: 1 0520- 1 A • •_. •••e • • • • 0000 • • • • • • 0000 • • • • • • rooevermerson Asa a w etpladea O8 ••.• ••.• •••• • P.C.T. Ti 'a5M.0N I IN 9+1. PNULLRlY poi? t•muLL CV7 IZA1ATTS OFT 0F rdiAl CUP TD fMb A V'- 45 '4t 4RD rTU*au AS SK10.1 1• TYPICAL MU/1VA/ r0 MULUO)Y INSTALL4T1ON TYPE A TYPICAL MULLION TO SMUCLUREJM WOOD BUCK TYPE - B ° .NQTE; I. FOR k1ULL SIZE ANG QUANTUM OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTUM OF ANCHORS FOR DULL -TO -CLIP IS THE SAMF, AS THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. 2. REFERENCE TEST REPORT FR-2902. 2903 AND 2975 IMEORTl.ANT• 0UANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND MO THE CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPEC)F1C APPLICATION. r _2' OR 4'• -•1 P.S.T. it m?Wr14 y» rrr SNR mar= 0v OPPDSTE 310M ISIS AS kat TO oilVires EACri CTIRCP) t-2 OR 4 - -1 012 S.N.S. (rsng) ALL FAST}9$W9 0.07 ix OATZ cower A0.a�OK20. SEr NOT£ 9 12 F,Tr. S.N.S. 5rAC6CFZD RY OP DS7k SAD - MA kW ID CA01 01145) SE£ 1001£ B1 »z 1009 10401 IMO 145, Pc 71 11 N 4 W TIVID Au ►AS7£MfRS 147157 SE MAO£ COUNTY AFKtlb£d. SCE 1UTr #1 rumcnnevesto I Aseersamm TT•fi. 47 OlvitioN Preasoi coccalr L.G19rk,P.E. PE N39712 STTTCCtural TYP CAI MULLION TO STRUCTURE WITH.iy0a0 BUCK RFMQVED FRO1t CONC. TYPE "C - , T2 f.N. Sm.S. 064 HIN. ( S m 2h (TYv � ss G 0 Q • 11 rEY MOJ[ rA2af (2469) C01-01..ETS 0.0C1( MIN. G . ! "..:. ' '. d •..: gTNLCi{AAG Alt F.LStFR'PTTS uusT fk• DA . O 0 1 5 4 APR20t4tk Sf1 NOT£ BT CO( SAS ST Z O 44N. SWORE SSIS wrivr ET& St£ NoT£ I1 VOW CUM ay. 4 ware WV) YvH It 4[MTRATVIN 040 otacK L � OE CORO .anD, SEE NOTE' 1070 TECHNOLOGY Mt P.O. OCx 1529 NOKOk1S, rL 34275 N010u.S, R 54274 2 OR 4' AQN. r 4 - TYPICAL MULLION TO STRUCTrRE WITH WOOD RUr:K AND CONC. 7YPF '0" •••• • • • • •••• TO 8E USED ONLY WITH PGT IATf.WT'ES PRO Ro. C5d.r CMd gj• Rz7z: p.�s�y� fu. 9/3JOd A e elm }1e(ATION • • • O'., P.J.P. 4 /28/00 • •••• rw: 1 " STD. WALL MULLI +': • "•' • MULLS N;T9 4 0620 -2 • • • • • •• • • • • • O nPfyA: •••• •••• • CLIP & INSTALLATION .D.'TAIL • 1 4 • '4 • •••• • • •••• • • eMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQV FOR YOUR SPECIFIC APPUCAT1ON. CLIP LENGTH CHART FOR !x MULL MULL SIZE 1 x 2 x h 1 x 4 x i 1" MULL CUP TWO (2,1 ANCHOR LOCATIONS 19c9C141091 0W0 f 1099 paraucT ".44 0 00 rim pi MOM% Code n. L .04 Podia Gatti MIN. FROM_ _ ENOS (TYP) � 1 MAX. MIN. J L NOTE" Hobart L Clark, PE 1. REFERENCE TEST REPORT FTL 2902,2303 AND 29/5 PE P39712 Structural 1 " MULL CLIP FDIvRJ4) ANCHOR LOOATIONS E7f7NU$10N 018e f 1099 1 M ULL CLIP W/TA8S REMOVEQ Two (, ANQOR LQGATIQNS exrNUS+ON 091 p 1099 1" MULL SLIP j"✓LAQS REMOVEQ FOUR 0) ANSBOR LOCATIONS e musoN owed 1099 MIN. FROM ENO (TYP) .••• • • TO SE USED ONLY WI1H POT /t F tES PROt.Q S • o...e .. P X., tTtTLi�� A terA • R091 • • • • sn P.J.P. 4/28/Co • • • • ••1• • • • •• • ••.• • • • • •••• • •••• • 1 " MULLION CLIP ANC.WQ? LOt 4TJ01\I .. Err 1 STD. WALL. MULL;t'7 • "• • ton 1ECkN9L OVVE 1529 P.O 9 0X r t '•r: r a x o , u s . f t sans 90 u . r t . MULLS j 5if • e 5 J • 6620 • 8 (rYP) I sm 1:414 1 • g s NOTE: a, 1. REFERENCE TEST RF_PURT FTL-2902, 2.903 AND 2975 7 x STD. WALL MULLS MAT'L: 6063—T6 Robert L. Clark, l'.E PE 439712 Stnsctural 4 r 8 (TYP) TO BE USED ONLY WJTH PGT IN R S PROtxX r. Rm0 8 �ae b: Chrd F.K. 1513/04 j • • ual. V28 /00 ••. • • •••• •••• • • •••• •• • • • • •••• • 4 •••• • •••• • • 41 • ,,PROFILES liter 1 1" STO. WALL. MULLluPN •• •••� • • S4,144/444 scop o. mj ! • kr • •.� ••••.t 1 070 rECPWOLOCY ()RAC P.O. 8OX t529 r4O OWS. Ft 34275 4:0,13,n, ft 34274 MU Nff 01570 -4 1 A • 4 , — _ • •• -• • • • • •••• • • • • •• • •••• • • • • 1x2x.125 OPENING W1011.1 IN INCHES 2 =hem so r 60 ' 't .ir 80 90 100 . 110 120 : 130 160 42 129 !_ 115 107 104 103 103 103 103 103 103 41 - 83 . 73 67 63 61 61 81 61 61 61 50.625 70 61 - 55 52 60 ' 49 49 49 49 49 IT r 54 57 49 44 41 39 38 38 - 38 38 38 - 5 . _ 60 41 35 31 29 27 26 25 25 25______25 a 63 35 30 27 24 ' 23 22 21 20 20 20 , = 661 30 28 23 21 19 18 18 17 17 17 72J 23 20 17 16 - - - 5 -- .- . ... . ... O 7 20 17 15 6 - § 78 18 15 1, . - _84 ' - 106 - -7 111 - 144 1)41(.125 _ OPENiNG 1MDTli 4 Anchors 4 , 50 I 60 70 80 90 100 1 110 120 130 160 .42 170 _ 170 170 1 170 . 170 170 170 170 170 . 170 _ 481 - 170 170 170 170 : 170 170 i _ 170 170 170 170 54.625 In - 170 170 170 i 170 170 170 170 170 17 Lf, _54 _ 170 , 170 170 _ 170 ' 182 158 157 _ 157 157 157 6oi 170 1 _,.. 157 143 134 127 124 - F 122 122 122 • 63 170 : 160 ' 141128 i 119 112 108 106 108 106_ m L 66 170 • 145 127 115 1 108 100 96 93 92 92 .._____ ... L 72 ... 142 120 105 95 1 87 81 77 74 72 71 _ O 76 120 102 1,_ 90 81 .., 74 69 65 63 61 59 _Th ill 94 I_ 83 74 . 68 63 60 57 55 ,, 53 _ ._ . . 84 88 75 I 65 59 53 J 49 46 44 - 42 40 90 72 60 53 47 43 — 39 37 36 33 31 E 96 59 50 43 38 35 32 30 28 . 27 24 ' loal 41 35 36 ' if 24 22 20 19 18 16 1 11 38 32 28 T 24 1 22 20 19 _ _ 17 16 - . _... ._ - 1_44;_ r 17_ _.. - ____ . . . - ... AQ1:Ec; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS. CONSIDER ONLY IWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL-2902. 2903 ANO 2975 R atm I.. Omit, PI' PE 039712 Structural ItT INDLISTRAIES Vertical Mull 1 __Opening_A Width Horizontal Mull Opening Width L Mu ._ ll tength Multiple Mulled Units - -- Mull Length t \-1 \Opening Width - 1 mull Length TO OE USED ONLY WITH POT INUSTRIiS PRODffi Axwmef P.JA fkl'r 1/28/60 ft4sEem• • • • • • e•ile A LY01131%vou •t• • • • • • ;Dre PRESSURE CHAR rs ••••• Lem 1 " STD. WALL MULLIai 1 ",&Tre_L?::' a 0 igig.1Ci!:,41 muus -vm, f ...• • • • • •••• • • • • • • • • • • • • • • • Or Poe No 15620 • • • A • 1 • • • • • • .• • 0•00 • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • • • • • • • • • • JOB NAME : RESIDENCE 145 NE 95TH ST MIAMI SHORES , FLORIDA ■ LEFT NOT PART ••• • • •• • PERM • • • ' • • • • • • • • • • • OP THIS PERM • • • • • • . • • GARAGE PLAY ROOM NOT PART OF THIS PERMIT \ve 1 1 • • ••• • • • • • '• : • •• • • • • • •• • • • • • • • • • • • • . • • • • • • ••• • • • • • : • • • • ••• • • • ••• • • • • 04 ••• •• • 000 • • • 4 • • • • •. OOOOOOOO • • LIVING DINING STORAGE NOT P ART OF THIS PERMIT REAR NOT PART OF THIS PERMIT BATH 1 LAUNDRY FOYER BATH NOT PART OF THIS PERMIT FRONT 1" NOT PART OF THIS PERMIT KITCHEN 1 NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT NOT PART OP THIS PERM FAMILY ROOM NOTE: MEAN ROOF HEIGHT : 22' -2" ROOF TYPE : 3 :12 FIRST FLOOR RIGHT NOT PART OF THIS PERMIT kt REVISION: J DATE: 03/17/06 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 483 1 of 6 J LEFT BEDROOM BATH BEDROOM (Ii)k • 0 • • • • 000 • • • 00 • • • .• • • '•• • • • • • • • • • • • • • • • • : 2$ -11• • -I • • • ••• • •� • • • • • • • • • • • • • • • • • NOT PART OP THIS PERMIT OFFICE • NOT PART • • ••• • ••• •• • • •• • • • ••• •• NOT PART A k. OF THIS PERMIT OF THIS PERMIT REAR • • NOT PART OP THIS PERMIT BATH BEDROOM u NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT FRONT NOT PART OP THIS PERMIT BEDROOM CL BATH NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT NOT PART N C; THIS PERMIT NOTE: MEAN ROOF HEIGHT : 22' -2" ROOF TYPE : 3 :12 SECOND FLOOR RIGHT I REVISION: DATE: 03/17/06 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 483 2 of 6 5' -3• • • . • • •.• • • . '• :•• •• • • • •• • • • • • • • • • • • • • ••• • • • • • •.• • • • • • • • NOTE 1: WINDOW FRAMA�S411301 IO1V / N H014∎GE M. I N STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITSDNOTIC:E OF UCEPTANCB•RRFLR 30 PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARX PART RT OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. • • • • • • .•. ." •• • NOTE 3 : THE MAIN WIND Pad F:ES;ST[NMY&TEM O .THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC) SHALL BE DESIG 'D tO1'VITHSTt NO 114E LDS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOTE 5 : ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED. •• • t ..... NOT PART OF THIS PERMIT •4 53 -1/8" X 50- 5/8 "(XO) "HR- 810 "MID RISE ALUMINUM HORIZONTAL ROLLER WINDOW LARGE MISSILE IMPACT. N.O.A.: 02- 0719.07 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SENTRY GLASS PLUS INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT FRONT ELEVATION NOT PART OF THIS PERMIT OF THIS PERMIT 2' -3' NOT PART NOT PART OF THIS PERMIT "D" 53 -1/8" X 50- 5 /8 "(XO) "HR- 810 "MID RISE ALUMINUM HORIZONTAL ROLLER WINDOW LARGE MISSILE IMPACT. N.O.A.: 02- 0719.07 ZONE 4: +59.4 -64.4 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SENTRY GLASS PLUS INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS REVISION: NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT • • ... • • • • •. •. ••• • • •.. • . • • . • • • • • ... • • ••. • • • • . . •• • .. • • • • .. • • •• • •• • • • • • • • . • • • • . • • • A. • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNI RS NpVCE.OF 6 CEPTANCE -REFER TO PRODUCTS CONTROLS. • • • • • • :" •• NOTE 2 : ONLY THE OPAHNLVTI3A7 t I3 II NTf"iIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, Mb $I4E lei€ PART t)F THISPERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS„FRAM1NG,ETC) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOTE 5 : ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED. NOT PART OF THIS PERMIT NOT PART 7' OF THIS PERMIT NOT PART OF THIS PERMIT RIGHT ELEVATION MI ILI1I 1 PART OF THIS PERMIT NOT PART OF THIS PERMIT REVISION: J DATE: 03/17/06 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 483 4 of 6 J • • ••• • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • • • •• • NOTE 1: WINDOW FIL ES/13IULLIO�I INtHOICAQET(t MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE'OF ACCEPTANCE•REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPF h,GS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES,VD6I1E A�.E $AgT;)I• TINS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. ••• • • • • • . . •. •. NOTE 3 : THE MAIN WIND PORCE OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOTE 5 : ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR. UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED. NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT 10' -6' NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT "E " 35 -1/2" X 49 -1/2" (FAD) SERIES C -740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03 -0611.02 ZONE 4: +59.4 - 64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE : 1/8" H.S. GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE : 1/8" H.S GLASS NOT PART OF THIS PERMIT / s / REAR ELEVATION bzo No ■r/ J■ NOT PART OF THIS PERMIT NMI ON ■\ OM NO J■ "B1" 53 -1/8" X 50- 5/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03 -0611.02 ZONE 5: +59.4 - 79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 3/16" H.S. GLASS REVISION: J 1 1 DATE: 03/17/06 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 483 5 of 6 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTCJAI: ilI ICCli CCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PR4LQJ r O�ITROLS. • • • NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUC CaN'rROL .. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS.FRAMING,ETC) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOTE 5 : ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED. N N ■O O■ 311E ■l J■ . • A. 1" X 4" X 1/8" X 50.3/4" ALUMINUM TUBE MULLION BY POT "131" 53 -1/8" X 50- 5/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT TT WINDOW - IMPACT N.O.A. : 03 -0611.02 ZONE 5: +59.4 - 79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 3/16" H.S. GLASS "C" 35" X 25- 1/2 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW-IMPACT N.O.A. : 03 -0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS "B" 53-1/8" X 50- 58 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03 -0611.02 ZONE 4: +59.4 - 64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS • • ..• • • •. .• • • .•. • • •. .. • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • •• • • •• • • . • • • ••• •• • • . • • • • • • • • • • • • •• • • • • • • • • 4' -6' 4' -6' "A "M.O. 50 -3/4" X 73 -1/2" (1) 50-3/4 " X 25 -3/8 "(HALF CIRCLE/TOP) "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 4: +59.4 -64.4 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS (1) 50 -3/4" X 48- 1/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +59.4 - 64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8 "X 50 -3/4" ALUMINUM TUBE MULLION BY PGT. N.O.A.: 04-0528.04. NOT PART OF THIS PERMIT LEFT ELEVATION "Al"M.O. 50 -3/4" X 73 -1/2" (1) 50-3/4 " X 25-3/8"(HALF CIRCLE/MP) "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03- 1105.01 ZONE 5: +59.4 - 79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACTTE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS (1) 50 -3/4" X 48- 18 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03 -0611.02 ZONE 5: +59.4 - 79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 3/16" H.S. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8 "X 50 -3/4" ALUMINUM TUBE MULLION BY PGT. N.O.A.: 04-0528.04. REVISION: 1 f DATE: 03/17/06 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 483 6 of 6 /