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WS-06-1176Issue Date: 5/9/2006 Owner's Name: MARIA DEL ORTIZ Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 54 106 Street NE Comments: REPLACEMENT OF EXISTING 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: 10/31/2006 Contractor(s) Phone Primary Contractor SEARS HOME IMPROVEMENT PRO 561 - 732 -6614 Yes Type of Work: IMPACT WINDOWS No of Openings: 20 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 laws 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 -5 -06 -1176 Phone: 1121360060040 Lot: PB: Total Square Feet 0 Total Valuation: $ 16,560.00 Reauired Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $10.20 $3.40 $300.00 $9.00 $7.50 $330.10 Invoice Number WS - 5 - 06 - 24752 Total: Amt Due $330.10 11Z- MAY 1 o PAID Amt Paid 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. 11: 15 A BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle) Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fa • (305) 756.8972 IECMEVTE 0a 2006 Owner's Name (Fee Simple Title j('1 2 Owner's Address E lob -- o. t City “\1 ShC'R,CS State F-c. Job Address (where the work is being done) 54 () E 10 ( City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO El 'cal Plumbing Mechanical Roofing Tenant/Lessee Name Phone # 30 -'3-k ' -- 5to o Contractor's Company Name S Cl\ceaD X)?2 ' hone # Contractor's Address City DC State Qualifier cc�� 9 0 L CINC $ Value of Work For this Permit 1. b si 0 ��. Zip 3a0 cfrK IC7 �-,z MAY 1 OPAID Permit No.AI - 1 1 —7k, Master Permit No. Phone # Zip '3b V56 Zip ?)? O °t 5 - cj 3c3 State Certificate or Registration No.Q.. ,, ka _ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: ['Addition ['Alteration ['New / R- �air/Re lace p � ['Demolition Describe Work: ****************************F Submittal Fee $ 0 Permit Fee $ 306 a1 CCF $ ID. ao CO /CC Notary $ Training/Education Fee $ 3 Technology Fee $ . Scanning $ Crt - DO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 A_■ day of who is personal NOT Sign: Print: The foregoing instrument was acknowledged before me this 20 by known to me or who has produced Owner f gen As identification and who did take an oath. C. Romero -Iejt APPLICATION APPROVED BY: chc 15/13/03 ` �� t �p ' Y Fy % rte NOTARY P , �_ •�, a Commission #DD19541>I *� � ires: d Mar 23, 2007 Bond - ' Atlantic Bonding Co Inc. Glenda C. Romero -Mejia Commission IIDD 195418 Expires: Mar 23, 2007 • •'p�� Rnndrrl Thor My Commission Expires: " "` Atlantic Bonding Co., Inc. My Commission Expires: ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature C)AAA Contractor The foregoing instrument was acknowledged before me this day of -' 2004,62_, by who is personally known to me or who has produced as identification and who did take an oath. * * * * * * ** fix**** f* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Permit Receipt Permit Number: WS -5-06 -1176 Invoice Number: WS -5 -06 -24752 Applicant: MARIA DEL ORTIZ Company Name: Wednesday, May 10, 2006 Date 05/10/2006 Payment Type CheckNum Check 1572 Amount $330.10 Total Payment: $330.10 Page 1 of 1 Sears Home Improvement Products, Inc. License No. CB CO39181 P.O. Box 522290 ■ Longwood, FL 32752 -2290 Location: !"! /C(pYJ i ^� / I Pone U: (3 %ir'. - 6 •• •-i Y AT '7.- Jt t � tyo•: • • • • • • • ••• • • • Replacement Windows • • • • • • • • • Name: �- � C7 !/t � F t • 7.- 30 7,. / _ 4 7 -� lV f� Ph one R es B „..__7' 3 0 5 y 9s - /4„ 1/We, the owners of the premises described below, hereinafter referred to as "Purchaser” offer to cdTtjrticP fth Se a i.j' Products, Inc. hereinafter referred to as "Contractor", to furnish, deliver, and arrange for installation of all materials o�rt'e Impgo mi veent NNg /OG 5 (Street) According to the following Specifications: Remove existing units to be replaced. (NOTE: Reinovea units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (No finish work other than normal installation Is to be done unless otherwise noted below.) 3. Install Sews 1 f -[ �v 2 &C ' Windows In openings described below to the following speci Color: P remises located at: 1 e als necessary to Improve the • White Type: ❑ DH Qty Glass: ❑ Clear 0 Low Ea /Argon Grids: Warranty: Manufacturer's Warranty sent upon completion. 4. Existing units NOT to be replaced: SUB E2•S0 - Rev. 08/02 T l NOTE: Tempered city: 04 ••St.:• es;pi • M• 7� • • • • • • • • • • ❑ Beige ❑ White /Light Woodgrain ❑ White /Dark Woodgrain �1 SH 2 -LR ❑ 3 -LR Dly 1 City l o ty 01 T MITTED B • = i � A E - : = ers Improvement Products. I c. —r 0 Date Date I MOMS err p5DOUtira DPW aty3 1 0 1 ❑ OBS Ya ❑ OBS Full ❑ Keepsate glass will be instal ed to meet building codes. f'L.c2t2t.D,A Roc,Vt / ' H -1 / - -' (City) $i Other C 4rsF - MN / S o Qty OZ Qty_ ❑ Other OD/ Purchaser Pu Top 0 Full Bottom n Screens; CHECK IF OTt(( (On Sashes Only)• ❑ Al ❑ Solar IMCMIMMI 4 2006 ig f` • • • • • • • • • • • • •• • • • • • • •• •• ( -1 NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN PLAINED AND 1/WE UNDERSTAND THEM FULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. X 5. If applicable, after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchaser. In th event the project requires the installation of storm shutters or egress windows. Contractor will not re- Install any effected security bars. X 6. Special Instructions: �� 4 6,07(/&74 W /iV 04t/ 7. Clean up job related debris and provide necessary permits and insurance. 8. If applicable, In the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any Work. Contractor shall refund any previous payment and this transaction shall be automatica@y cancelled. 9. Allow approximately OAS weeks for installation. /ej - , . t inl..eeds )4111111111111 Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and ag nts must be set forth In writing to this Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: The TOTAL PRICE for all Labor & Materials (including any applicable discount) is $ /6 566:0000 Down Payment $ 00 Balance Payable $ o . 00 `.-/.,. - 15-. xis' P-e",mr 7 /; i /rrs�1/ - . Q i,.Pa , f�.H 5 Terms: Credit ( 1 (Subject to the approval of the Credit Department) Cash t J (Final Payment payable to installer upon completion) Funded by: Bank City Acct # 10% Preferred Customer Discount (PCD) awarded for any future Sears Home Improvement Products purchases. Current pricing available for one (1) year. If this is a credit transaction, the agreement for crodit is contained in a separate document which is incorporated herein by reference and made a part hereof. I/We the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verify and review my /our credit record with an independent credit reporting agency and release them from ail liability incurred from inadvertent orris logs or errors. fN WITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this day of ./1 20 and acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the own is ready for work to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) may cancel this transaction any time prior to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an explanation of this ri t t. -- stun affixed below acts as receipt that Purchaser(a) received aoporata eanuoltution forrnc. $ State Sales Tax ( %) $ Of applicable) Total Contract Price $ Contract Price S t. Date t�.G�•06 Date 1 Bevel Col Sculp Col Fiat Diamond Clear White Tan Wd Grain Brass Sears Home Improvement Products, Inc. License No. CB CO39181 P.O. Box 522290 ■ Longwood, FL 32752 -2290 Location: !"! /C(pYJ i ^� / I Pone U: (3 %ir'. - 6 •• •-i Y AT '7.- Jt t � tyo•: • • • • • • • ••• • • • Replacement Windows • • • • • • • • • Name: �- � C7 !/t � F t • 7.- 30 7,. / _ 4 7 -� lV f� Ph one R es B „..__7' 3 0 5 y 9s - /4„ 1/We, the owners of the premises described below, hereinafter referred to as "Purchaser” offer to cdTtjrticP fth Se a i.j' Products, Inc. hereinafter referred to as "Contractor", to furnish, deliver, and arrange for installation of all materials o�rt'e Impgo mi veent NNg /OG 5 (Street) According to the following Specifications: Remove existing units to be replaced. (NOTE: Reinovea units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (No finish work other than normal installation Is to be done unless otherwise noted below.) 3. Install Sews 1 f -[ �v 2 &C ' Windows In openings described below to the following speci Color: P remises located at: 1 e als necessary to Improve the • White Type: ❑ DH Qty Glass: ❑ Clear 0 Low Ea /Argon Grids: Warranty: Manufacturer's Warranty sent upon completion. 4. Existing units NOT to be replaced: SUB E2•S0 - Rev. 08/02 T l NOTE: Tempered city: 04 ••St.:• es;pi • M• 7� • • • • • • • • • • ❑ Beige ❑ White /Light Woodgrain ❑ White /Dark Woodgrain �1 SH 2 -LR ❑ 3 -LR Dly 1 City l o ty 01 T MITTED B • = i � A E - : = ers Improvement Products. I c. —r 0 Date Date I MOMS err p5DOUtira DPW aty3 1 0 1 ❑ OBS Ya ❑ OBS Full ❑ Keepsate glass will be instal ed to meet building codes. f'L.c2t2t.D,A Roc,Vt / ' H -1 / - -' (City) $i Other C 4rsF - MN / S o Qty OZ Qty_ ❑ Other OD/ Purchaser Pu Top 0 Full Bottom n Screens; CHECK IF OTt(( (On Sashes Only)• ❑ Al ❑ Solar IMCMIMMI 4 2006 ig f` • • • • • • • • • • • • •• • • • • • • •• •• ( -1 NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN PLAINED AND 1/WE UNDERSTAND THEM FULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. X 5. If applicable, after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchaser. In th event the project requires the installation of storm shutters or egress windows. Contractor will not re- Install any effected security bars. X 6. Special Instructions: �� 4 6,07(/&74 W /iV 04t/ 7. Clean up job related debris and provide necessary permits and insurance. 8. If applicable, In the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any Work. Contractor shall refund any previous payment and this transaction shall be automatica@y cancelled. 9. Allow approximately OAS weeks for installation. /ej - , . t inl..eeds )4111111111111 Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and ag nts must be set forth In writing to this Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: The TOTAL PRICE for all Labor & Materials (including any applicable discount) is $ /6 566:0000 Down Payment $ 00 Balance Payable $ o . 00 `.-/.,. - 15-. xis' P-e",mr 7 /; i /rrs�1/ - . Q i,.Pa , f�.H 5 Terms: Credit ( 1 (Subject to the approval of the Credit Department) Cash t J (Final Payment payable to installer upon completion) Funded by: Bank City Acct # 10% Preferred Customer Discount (PCD) awarded for any future Sears Home Improvement Products purchases. Current pricing available for one (1) year. If this is a credit transaction, the agreement for crodit is contained in a separate document which is incorporated herein by reference and made a part hereof. I/We the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verify and review my /our credit record with an independent credit reporting agency and release them from ail liability incurred from inadvertent orris logs or errors. fN WITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this day of ./1 20 and acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the own is ready for work to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) may cancel this transaction any time prior to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an explanation of this ri t t. -- stun affixed below acts as receipt that Purchaser(a) received aoporata eanuoltution forrnc. $ State Sales Tax ( %) $ Of applicable) Total Contract Price $ Contract Price S t. Date t�.G�•06 Date 1 1111111 • •• NAME • • • ADDREgS 1 •••••• . • • • • • • • • • • r • X X � _ 1 2 3 !dean Roof Height: - J Type of Wolf 31 cc0/ ,JCL of Stories: 1 of Openings:.. d'0 1 of,9penings gf Id-- to be replaced r • • • • • •. • • • . • 5 ••.w. • .. ya .• • • • ••• • • ••• O ••• •••• • • • • • . 1 10 x VD o X ox 6;% 5cn+4a 50xa @_Z) Hurricane Shutters: Yes: No: fn Not Do: (Windows Not to be replaced) . I I C1-15N t x d:t 9x11 -0,0PDP pip)" Building Dine t ions: Length: V(idth: Sears Home Improvement Products b CUSTOMER APPROVAL X CUSTOMER APPROVAL X 3 0 * ���� ) 1 3 SITE PLAN Exterior Information --- FG t f%5 E X, • Customer Nome: Address :aLnJr /eh fih ST - City: M,a►A, cos zip: 5 3Z Completed By: !Vt 1vlt���tV;j I Phone Number. 5 663 .�t a a duo �vf i x� B ; • e 7E 2 , :d1 1 1 s . 1 pi .-- : i3 S w 90 .f h :ssiippd .2.!7210.i.....4 wo, 7 :awoN.lawo;sn0 sazls JooO fxoppuay . 6ugra0 o; /tsopumi jo dol INS 01 -/oa(j :03801038 NOLLV Y i0.dN1 ■�!�//liitis!/itltRlit/ i1>1'iRiiiliitiliiililll■ Wliuinll[1111111! 1111111111111011111111111111111111 111 11r11n iri�ft !!t[/rRl•1.1�`irtlitt<ftitt R111111111111msiiRMIUMISMIIIISMIIRIIIIMM MU ■ IIIHIIIIMIIIIIRIIIIMS11111111111181111111111111R1111111111111MR1111 1//Qw>nilfulllilfElt<> Utiinu/i IRRI. itittliltmRi111n/1 rrrulratiri�slririlritrartrrtllrrietar 1t1 111iftit/1t1d11111ttilatilflailiH■ �1ui11tQti11iti1 /it111tl11wQs �i11 i1 ti1t1I1E1>ri1�i11t1riniisi11ti1 1111111 11>i1<>iilttflliinttii1i11 1rim 111i1111111I1111SINS 11 :wood SMIIIIIIIIIIIIIIIIMIU111111111111111111111111111111111111111111111111111111 11111t1tr1111111tt11li11f ti /lrisatt/Qt1 SESMISIMIIIISMS111111111111111111111111111111111111111111111111.1111111 lan11RIuiaBaR$aUIISl1i11n RII >afi11fi1strtilnaIIIIII 1RRi11ttiilt>Ea11 ■11111 tai 1>siitl•Q!llrir1rr11stiil!!ii url1 ti11 ta1 11rirrl�rtlrl�ralwrtrurtl•rr1�t ® 1ri vIt 1I1i11>i1lrlltttla1l11<ti1 /II illti Intll ii112 1111111111111{liiuuIuIalil! li1 1■ lf %11�ti11ii11�� 11111ni liliitilIttt!!>It1IIiitlaitia■ Qrt11 1tQ 1tilti1111111ti1r111•titiltll111! Qi1• daft !<ti>• /iiltt•ttllllwtlltlita 11111111111111111111=1111111111111111MRIIRSIIIIIIRSIIRMS111111 11111 1 1 111 ii ltltiiii!> il•11t1/a111tr111tt1r1M1t1ttti! :WON . srrogeAaT JoTJxJ uI tlil•11111/tt/iltti 111111i11111111Ffutty ■>rRR11i1t111■1i Q1ilt11l1111 ttfil�7Glltlltt!>i1tE 11111111111111111111111111111111111111/ 412, t1iU? i1111Iir111►i1 M1111t1M11• t1vi111tr11 ■1!t flaw i11111tti 11t+�il I/)1i11Il1tiil 1111111111111111111 111111111111111111 !l1n1�[1!w>•1UIU$$l 1i111111171111111111111111 ■!a!!>L ►lltlDtiitltli �iiu °aiiiii 1!tl111�ii 1i//1i1i111 1 f,1,1, llllt1111111111/ /mil♦/ 111111111111111111111 1i111i11•it i11ttl1 /1f 11 ■tt1i1i11 111st1111t/. iI>ti!>•1�n 1iI!li111•0 �M1�1�1Q� 111aQ \1/1 is i11iiUir11tiAU1ill1(ii ■ttNtii>•I UIIRUR.ti t1It11ai1111tt111t1a ■ IIIIINMR111111111111111111111111111111C1 111`,1M1t>f1111 /\tilt/ IIIIRRiIIMMI {>!l1�n/ 1YIlitfiia11111it11VRM,� ■1111111■1111I1t1t11111` tt il1111111111111lL>1w• uia iti!!1[ta11tt11r t1uI111Ia11/i1 /11•Iap. ■1st1■ 11n11I1t1i1i/M >tti11•1l1■111r111i■■ alt11•iPi1111111i1ti !>trllrtl'rt11711fi111u111■ 11111i[ti iI i iIwM! ntrrrma1n111ri ms - i 1 11111111111011111111 ■1•rl1i/r1111100 111 1i�1�. 1111[1A RIMINI 1IL1 /1 11tY 11111 1iYtii! tlIZIKIF411111110 1111IIli1 /CZft ■111H11/0 1>i1t14�11/'�p 1fi1E1tlilt'� 1111111011641111111AHWIIII ■1RCn161III winstrurnimirmfria lilttPRIM.1 motmaimanacum 1i�a D11111 Aw)�[31i �t11e�IQ111�ts 7 • sans Jooa // Cpu 56gia0 o; Mapulhi Jo dol ills a; Joou :0321010321 N014Yh80.dN1 . 1 X31 :11100,11 Room: fi E • E11111111111 1111132 = 111111114 IMIMIN1111A.M1111111111 1H/f1 LiiIIa /11T/E m% 16I4H>111 1.11t1110 enfilti1 ■ 11 iM 11111 r Laniul11L111111 . retrimorewrimic siatuasunimaiwia airmaorioinorimi -- -- Caau a 111111.1■ 1111111111111111111111•11111101111111111 i •■ i><111.1•111• x!111.1111 ■•111111111•1111111e111111i•l1 0•11111111111111111111111•1111111111111111 11111.11111111111111111.11111 111t111111l•111•111111111 *1111P211111111111111111111111111111111111111111111111 111111111111111111111,11111111i1 1:' /'11111••111111111111.1111 ails 1111111111!11.1111 #■ C%11111111i11111•111A111►'I1f 11 1111a11i111111111111la1111r1•111111 i111111111.111111111IRM 111 11111111111I11111111111111/111111 $RUI•ai1111r111a11r11 was.w.w21:I111111111111111 maamillall1111111111111111 _ _1' 111111•111111111111111111111111 11111111111 • Room: Lem 1111/11 1111 iu 1n•/1111111111 / /1iii nom ■1111111 1111111111111111111111111111111111111 11 1W>• 111111111111111111111111111111111 11 11. 111.1 Q111%/t• r 11111�0a 1 %nil 111a1111• INFORMATION REQUIRED: Floor to Sill Top of Window to Ceiling Window /Door Sizes 1 T 11111111111r111I1>1111 - i ! . YI1111■111//11111ia/ia ! 1.1111111111111111iI111r4121111111 •1111111111111Ci1111111 ■1111111•I1111I111U1i1/11 1011111 011111111111111111111i11111111111111 ■liI11/RI111IL111i111 111111111111111111111111•111011111111 11n1111111111111111•1111111• 11111UY1►'1i111111? 11111.111'1 1!4111111i1111111111a11111111 DUl1 'Ai'//1111ti1#!W11111i1 //111111111111111i1E111/x1/ 1111111111111111111111111MIUMMI111 1 i SRI 111111111111111111111 11111111111111* /11111111 111 L_i_ 111111•1111111111111111111111111111 1 11 11_1 _11... In f: rrior Elevations • Room: 111. 1111111111111111111 .11.111••111111.11R1•>•11•i 1 ■ Sri rr•••••rnugrr$r1ura1nnrrrt11111r11111 111111 ■•1.1111r1111/•iH1111a11111111.1111r11 ■ 11rillllR /n111111111i1!/i>r/ir11H1111r1 11111.1.111 1111 11111»Ar11111111 »frf111111r11/f iil• 11111111111111111111 11111111111•ifittltiirlilt11l<il ■!!. 11/ Dll1111. 1111111111•i11••1/!f•si111>1111rr1i •111 111< itr111 .1111i11rirliwll11111111.11111 ■111.1111/1[ 11111111 1•# /111)•11111•11111111i11er111•11 1111 111111/ 1111111111.1111.Q111111111111i111111111111 ■11.111111 1111111!1 /11/1111■1/i11i•1111111111111•tl 11 111111111111111 1•r11111r111111111111111111i1a1111n 111111111 .1.111u111111111111i•a111111111.1a11• 1111111111/1111111i>f1111111111111111111i11/11D ■ 111 /11111111rr1 IIIIII I11111t11iitlt/11 ■ 111rr111 11111111111r111.11111>n11•/11111i111 11i�e n%>11ii11ii\ iilf . Room; ■1/111l111111I111///11tai111 111111111 ■n ■111111iI.1 /r1i•1In1>a1 •1111111 11x11111 11111111111111111x11 11111111r1111011111111i111/'! 11111111ei111111111111111111111111111.1/1Q11111111 1111/ 11111/ Ai111t1L11111i/11i11111/111i111 1/11m111 MUM11111111/l<r111111111111111/111111<11>fli 1/ 1111 01111< i111111111•1r11111.111 111111111111111111111111111111S11111111111111111111•211111111 111 11 1111i1n/ 1011111111111111111111111111•111.11111 i11r11111/i11.1.1111/1111/1111110 •111 /11iri111111111111 /Dl•111111i11111111ar •11111■i>ni111//1111111111111111111111r101111111111 11111••r111•111111/•il•>s111111lll111111ti •nm1101111n11111111111n11t>Im1 1111211 11mrn1■ 11111 1111111111111111111111111111111111111111• 111M1.11111111 11 INFORMATION RE EQUIRED: • • Floor to Sill , Top of Window to Ceiling • Window /floor Sizes Custome •Nome: L -£ On. OI r J•a Address: :S . Air (06 ` t City: mil • Si ' ip :: 3 I Completed By: q _ /y / JY' J Offer Code:, (i 1 t• Date: Phone: Customer. City: Series —.LW\ `c) \,gv„ COLOR nyl X If x U.I. GLASS S• SCREEN G ID TEMP /OBS $ AMOUNT For second story - use additional worksheet ITEM MODEL 1 PW retail additional labor and charges: DECIAL INSTRUCTIONS: Lys/Bows: Specify window type (le, casement DH, etc.) VOLUME SAVINGS IETAU. PRICE WD LEFT HT .1,500.eo.. 52,499.00 2,500.00 - 512,995.00 13,000 - $22.989.00 23.09040 • $27,989.00 28,000.00 8. Up . 1/4 /0 6 7. - t awe -e-)1A Ora s ENT =R WIDTHS HEIGHT FOP EACH UNIT 70 BE REPLACED AND ENTER CORRESPONDING NUM @ER• OFFICE USE ONLY ( WD DISCOUNT 5% 10% 15% 20% 25% 4TE: • iLES 405NAGER APPROVAL SS WINDOW PROPOSJ L WORKSHEET i HT i WD HT 2% Traver Auditing Manager Dffice Lac. and #: • . • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• 0• • • • • • • • • • •• • • • ••• • • • • •i •i i • • . • • • •• Sales Aep :-ft i� �.�-. • • i "i i • �e/F 73 • • lob No -/Lead No.: WO HT EIN fl ©Errs 50 EINIIMIUM Volume Savings Other I.V.D. (Coupon) 20. .. SUB TOTAL TOTAL • • •• • • • •• ••• •• • • • • • • • • • • •• • -• • • • ••• •• WD . RIGHT ,I NT #2 Y X #1 - 36 • x0'.5 # 3 •e X3'7.. # x • # • MODEL PD DH 2LR EV PW• SH 1LR CR CL AWN HOP GW BAY BOW COLOR: White Tan • • • •'r • • x, x Patio Door Double Hung Two-Lite Railer Three -Ute Roller Picture . Single Hung Single Slider . Casement Right Casement 'Le Awning • Hopper Garden Wow Bay .1 Bow !I LWG Light Woodgrain DWG Dark Woodgrain GLASS: CLE . Clear Hy -Lite Block E2 Low E/Square - GRAY Gray Tint BRZ Bronze • OBS Obscure. OBSBOT Obs. Bottom KEEP Keepsafe TEMP Tempered' GRIDS: CF Colonial FLO CT Colonial Top DF Diamond Full DT Diamond Top SCULP Scuipttareall PER Perimeter4 PRA Prairee 1 SCREENS: FULL OR HALF ALUM. MISCELLANEOUS MULL Mullions , CAP Cap Facing ft V / 3 . k- S 4d v 9 c> ' / UGC 5 aLfz, al f 7c3 7 L 1 L . � .7-6S 10 • PW' / 1'1 c. LR. • � � /ll 12 A 1/ J Offer Code:, (i 1 t• Date: Phone: Customer. City: Series —.LW\ `c) \,gv„ COLOR nyl X If x U.I. GLASS S• SCREEN G ID TEMP /OBS $ AMOUNT For second story - use additional worksheet ITEM MODEL 1 PW retail additional labor and charges: DECIAL INSTRUCTIONS: Lys/Bows: Specify window type (le, casement DH, etc.) VOLUME SAVINGS IETAU. PRICE WD LEFT HT .1,500.eo.. 52,499.00 2,500.00 - 512,995.00 13,000 - $22.989.00 23.09040 • $27,989.00 28,000.00 8. Up . 1/4 /0 6 7. - t awe -e-)1A Ora s ENT =R WIDTHS HEIGHT FOP EACH UNIT 70 BE REPLACED AND ENTER CORRESPONDING NUM @ER• OFFICE USE ONLY ( WD DISCOUNT 5% 10% 15% 20% 25% 4TE: • iLES 405NAGER APPROVAL SS WINDOW PROPOSJ L WORKSHEET i HT i WD HT 2% Traver Auditing Manager Dffice Lac. and #: • . • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• 0• • • • • • • • • • •• • • • ••• • • • • •i •i i • • . • • • •• Sales Aep :-ft i� �.�-. • • i "i i • �e/F 73 • • lob No -/Lead No.: WO HT EIN fl ©Errs 50 EINIIMIUM Volume Savings Other I.V.D. (Coupon) 20. .. SUB TOTAL TOTAL • • •• • • • •• ••• •• • • • • • • • • • • •• • -• • • • ••• •• WD . RIGHT ,I NT #2 Y X #1 - 36 • x0'.5 # 3 •e X3'7.. # x • # • MODEL PD DH 2LR EV PW• SH 1LR CR CL AWN HOP GW BAY BOW COLOR: White Tan • • • •'r • • x, x Patio Door Double Hung Two-Lite Railer Three -Ute Roller Picture . Single Hung Single Slider . Casement Right Casement 'Le Awning • Hopper Garden Wow Bay .1 Bow !I LWG Light Woodgrain DWG Dark Woodgrain GLASS: CLE . Clear Hy -Lite Block E2 Low E/Square - GRAY Gray Tint BRZ Bronze • OBS Obscure. OBSBOT Obs. Bottom KEEP Keepsafe TEMP Tempered' GRIDS: CF Colonial FLO CT Colonial Top DF Diamond Full DT Diamond Top SCULP Scuipttareall PER Perimeter4 PRA Prairee 1 SCREENS: FULL OR HALF ALUM. MISCELLANEOUS MULL Mullions , CAP Cap Facing ft LocJtion:b®rg 1 Job Nilir:iber: -`",/ c(6 SEARS HOME IMPROVEMENT PRODUCTS :•• • ••• • • • ••• •• • •• •• • • . • • • • •• • • • • • • • • • • • • • •• • • • • • • • . Job Name: OCT/ 2 7 3 So 3 4.J e`e • 'i1if1 p2 AT f367To i o Overall Size I•Iicirhl • (o)stiler: 1 "/11.I. WI1'JOC WS WILL I IAV1i: FLANGta FRAME "` • • ••• • • • • •• • • • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • ••• •• • • • • •./ • • • • • Date` • ••fs - .CJ�• •• • --• 1 - - fy— rr —r- • • • • • • • • • - • •• • • • • • ••••.•• i3 • • MIAMI•DADE� BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAS— DO - c 1 1 0 • • •• • • • • • •• •••••0 • • .•..• • • •••... • • • ••••• .• • ••••••• •••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDIN9 140 WEST FIsAGLEVS 1RIiE1, S11PrF,1413: : • • : NZIA/4I. FLORIDA3 3:30 - 15:53: f3051'3e -2401 F/ • • • • • • • •• • •• • • • • • • • • • PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami•Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. - DESCRIPTION¢ Series "640" Outswing Aluminum Casement Window mulled to Fixed Window _ APPROVAL DOCUMENT: -- CUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision on 3/11/03, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • ••• • • • • -•• • • • • • • • • • • • • • • • NOA No 02- 1219.05 Expiration Date: April 24, 2008 Approval Date: April 24, 2003 Page 1 • NOTES: NOI4- 1M1*ACT WIr' DQtr1S. • • ..1. j 'y)AZING'OR 7.JS: • • •. A. 3/16" ANNEALED GLt1 • • • :.. /16" T ,FIMP GL SeS • • C. 1/2" I.C' CYLPOS (1 /8:464Ei/<1LED, 1/4" SPACE, 1/8" ANNEALED) • O. 1/8" ANIYF.91.ED (DSBj “ A, SS ' &bfvFIGUF A lC4IIS: X, x4.41e0x, XOX, 0 :a.koElIGN PR SSURE R/,T.If.VL;.S./ COMPARATIVE ANALYSIS TABLES: • A. MEGATIV DESIGN LO/=P ASED ON TESTED PRESSURE AND • • • • 'CLASS �'A6ttc ASTM E 1 300 -98 (AND ASTM E 1300 -94 OUTSIDE • • MIAMI -MICE I •., .OUNTY). • • • • • • • •B.+POSITI !J G LOADS F ASED ON WATER TEST PRESSURE AND GLASb'••ABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR 'X" CONFIGURATIONS SEE SHEET 4. E. FOR `XX" CONFIGURATIONS SEE SHEET 5. F. FOR a- e "XOX" & "O" CONF IGURATIONS SEE SHEET 6. G. FOR i 3 i "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (ALSO SEE SHTS. 2, 3 & 12) HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ( EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITE (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: FOR GLAZING OPT IONS A, C, AND 0, #12 SCREWS OR 3/16" TAPCONS MAY RE USED. FOR GLAZING OPTION B, #14 SCREWS OR 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE DESIGN PRESSURES SHOWN IN THE TABLES. IF USING #12 SCREWS OR 3/16" TAPCONS WITH GLAZING OPTION B, THEN THE ALLOWABLE DESIGN PRESSURES ARE LIMITED TO THOSE GIVEN IN THE RESPECTIVE TABLES FOR GLAZING OPTION C. 5. MIAMI -DADE COUNTY APPRfVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL -3584, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. Lv+�. F K 3/11/03 ® REVISE ANCHORAGE NOTE 4 R.vW Ry n •• 0,,,r RV (4n RrRr I FK 12/12;02 • •• 1070 TECHNOLOGY DRIVE NOKONIS, FL 34775 P.O BOX 1529 NoKOxIS. FL 34274 x CONFIGURATIONS OPTIONS x 4 x 4 0 } x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 1 /8" ANNEALED (DSB), 3/16" ANNEALED OR 3116" TEMPERED GLASS 1/2" I.G. GLASS 7 (1/8 "A,1 /4" SPACE,1 /8 "A) Visibly Better 1/8" OR 3/16" GLAZING DETAIL 1/2' I.G. GLAZING DETAIL .650" NOM. 1 GLASS BITE NOTES AND GLAZING DETAILS f0. CA-640 NTS 1 d 12 .650" NOM. [GLASS BITE ALUMINUM CASEMENT WINDOW, NON - IMPACT NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 7045 -9 Approval a rotoPITU [ "lab the mad. a Owl D.K NOM Mimi Dude Product Control Lucas A Turner, P c. FE 11511261 Mechanic • • • • • •a.r fly n". F.K. .V11/03 Rs Re.s" M1a^ fly F.K. nr. • • • • •••• • • •••• • • •••• 1.1/2- •• •• • • / • • CE Y! tINE X111 • • • 1. • • •• • •• 3 ••'••• • • • • • ••• • • •• • • • • •••• • • MID-SPA/ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS --\ (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) C 13" MAX. O.C. 4" MAX. } 4" MAX. -- R Re"f.nt n.x. rnerelte. fly 12/1210:' • •• • • • • • : N iCNOR t?' A•TION • •r••• sLIs • • REVISE ANCHOILI r3E SFE MID -SPAN ANCHOR DETAIL TYP. (2) 1_ 37" MAX. VENT TYP. \ I 4" MAX — - — ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) / 7" 4" MAX. 13" MAX. O.C. +— \ 1070 TECHNOLOGY CRIVE NCKOM(S, FL 342 �.O BOX 1529 NO(OMIS. FL 34274 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4 \ 13" MAX. O.C. Vrtibly Better 4" MAX. f 30" MAX. — DAYLIGHT -- OPENING X 134" MAX WIDTH 53" MAX. DAYLIGHT — \PENING 1 1 I 1 O 30" MAX. DAYLIGHT OPENING X 56" DAYL OPE ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) PST 4" MAX. 1 L . 1 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 1". SAtR•fI C4-640 l SEE MEETING RAIL DETAIL r TYP. (2) 56" DAYL OPE I AX. GHT Z ING 63" MAX. HEIGHT \ / XX" & "XOX" ELEVATIONS 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING / I— 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY .60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ALUMINUM CASEMENT WINDOW, NON - IMPACT 5� NTS 2 > 12 7045 -9 Rev A IAX. IGHT VING 63" MAX. HEIGHT Approved ea tnmplyici with the Florid. ` Cod* Date 04 24 / O NOM n2 - 12/ 05 Miami Dade Product Control Lucas A. Iumer, P.E. PE #5820' Meche" .• • • ▪ • • •• ' r • • � • • • IC1i - AN ••• : Arw oR • • • DETAIL - • • • • •TYP- (2) 13" MAX. — O.C. 4" MAX. R...;Rr F. 4" MAX. --I ` ELEV. (SEE SH NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY "r. 3/11/03 •• • ••A• 14 1/2" M HEA • • • • • • Re,." Sy L4te e.re Br Mr or 2/"r Pr 0.t. Cho .M Rr nine A K 12/12/02 MAXsWIIfi4 25" MAX. • • DAYLI ITT II• OPENdW 1• -ate • • • ' •••• • ••• • • ••• •••• • •••• • • • • X AX. O.C. VENT D & SILL ONLY REVISE ANCHCRA(1E L 65" MAX._ DAYLIGHT OPENING 14 1/2" MAX. O.C. TION "C" - 72. HIGH "X" EET 4 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) ( 13" MAX. O.C. 4" MAX SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) ( 72" MAX. 13" HEIGHT MAX. O.C. 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1 1 1 3 56" DAYL OPE 97" MAX. WIDTH MAX. IGHT DING 4" MAX. 1 I ' 14 1/2" 4" MAX. - . I L L MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 30" MAX. 53" MAX. OPENING J LIGHT DAY LIGHT OPENING 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. 4' MAX - t DAY 56" MAX. DAYLIGHT OPENING 63" - HEI 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) 10701ECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, Ft 34274 Pt r Visibly Better CA -640 NTS Sheaf 3 > 12 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING Oraom 4" MAX. 1 L ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) AX. HT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) "X", "O ; XO" & "OX" ELEVATIONS SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) tsne ALUMINUM CASEMENT WINDOW, NON - IMPACT 7045 -9 I A 13" MAX. O.C. 56" MAX. DAYLIGHT OPENING nro�"°m`rM°gMtrn me I5L d Ca � Pmt LucaaA Tomer,P.E. PE 958201 Me:hardc 63" MAX. HEIGHT COMPARATIVE ANALYSIS TABLE 2 "X" WINDOWS TEST REPORT: FTL - 3588 GLAZING OPTION: D. 1/8" ANNEALED WIDTH HEIGHT 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 19.125 D - 57.6 57.6 - 57 6 57 6 45 r,' - 57.6 57.6 - 57.6 57.6 - 57.6 57.6 - 53.8 53.8 - 50.4 50.4 - 46.5 46.5 - 43.6 43.6 - 41.0 41.0 - 38.7 38.7 21.500 D - 45.6 45 6 - 45.6 - 45.6 45.6 - 45.6 45.6 - 45.6 45.6 : - 45.6 45.6 - 45.6 45.6 - 42.5 42.5 - 39.8 39.8 - 37.4 37.4 - 35.2 35.2 24.000 D - 36.6 36.6 -36 6 36 6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 - 35.9 35.9 -33.9 33.9 -32.3 32.3 26.500 D -30 0 30.0' -30.0 30 0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -28.7 28.7 -27.5 27.5 COMPARATIVE ANALYSIS TABt.E• T.. WINDOWS TEST REPORTS: FTL -3579, FTL -3581, FTL -3585, FTL -3586, FTL -3590, FTL -3591 • • y ..GI AZING CIF 1IOMS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4' SPACE, 1 /8" ANNEALED) •••• • • HEIGHT c r . 26.900 31: Cab• 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 guNgu NN eQS NEG .QOS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -120.0 79•7 - 120::),A4 76.7 - 119.5 76.7 - 112.0 76.7 -97.5 76.7 -91.3 76.7 -84.3 76.7 -79.0 76.7 -74.3 74.3 -70.1 70.1, -66.4 66.4 -63.1 63.1 -60.0 60.0 O! B -210.0 76.7 -210.0 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -205.4 76.7 -189.8 76.7 -177.8 76.7 -167.2 76.7 -157.8 78.7 -149.4 76.7 -141.9 76.7 -135.1 76.7 •••• C -136.0 x /6,7 -13590 7.7 135.0 76.7 -133.3 76.7 -123.0 76.7 -112.0 76.7 -104.8 76.7 -96.9 76.7 -90.7 76.7 -85.3 76.7 -80.6 76.7 -66.4 66.4 -63.1 63.1 -60.0 60.0 • A -95.1 - 95.1 7' - 95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2' -71.1 -71.1 71.1, -66.4 66.4 -62.2 62.2 -58.6 58.6 -55.3 55.3 -52.4 52.4 -49.8 49.8 84.000 B - 210.0 76.7 - 2107) . P., - 210.0 76.7- -210.0 76.7 - 199.2 76.7 - 171.5 76.7 - 160.0 76.7 - 160.0 76.7 - 149.3 76.7 - 140.0 76.7 - 131.8 76.7, - 124.4 76.7 - 117.9 76.7 - 112.0 76.7 • C - 11.8 76 .1 - 109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 - 64.6 64.6 -61.1 61.1 -58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49.8 • A - 78!0.78.7 -78.r = d.! - 78.0 76.7 -78.0 76.7 -78.0 76.7 -71.5 71.4 -66.5 66.4 -61.0 60.9 -58.3 58.3 -57.9 57.9 - 54.4 54.4 -51.3 51.3 -48.5 48.5 -46.0 46.0 490'.504 B - 17516.76.7 175.5.76.7 '-175.5 76.7_ -175.5 76.7 -175.5 76.7 -160.9 76.7 -149.6 76.7 -137.2 76.7 -131.2 76.7 -130.2 76.7 -122.3 76.7 -115.4 76.7 -109.2 76.7 -103.6 76.7 C - 9746.76.'/ -97.5 16. -97.5 76.7 -94.4 76.7 -82.5 76.7 -71.1 71.1' -66.6 66.6 -60.9 60.9 -55.5 55.5 -51.5 51.5 -49.6 49.6 -47.5 47.5 -45.7 45.7 -44.5 44.5 A -61.9 61.9 -60.8 60. -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 -45.5 45.5 - 44.2 44.2 -41.9 41.9 30.0001 B - 139.4 76.7 32.0001 B -124.7 76.7 34 000 1 B -112.8 76.7 36.0001 B - 103.0 76.7 R " F.K Ri-e4Ry X .7.'I 1/07 nn" A.9 F '" 12/12/01 • C -77.4 76.7 A -55.4 55.4 C -69.3 69.3 A -50.1 50. C -62.7 62.7 A -45.8 45.8 C -57.2 57.2 Rwwwv.. A Rennasons w Ewa, ADOEO NOTE n, 136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 -117.6 76.7 -109.8 - 76.1 76.1 -53 5 53.5 7 4! -107.4 767 -59.7 59.7 - 43.1 43 1 -96.9 75 4' -53 9 53 9 A -43.9 43.9 -41 1 41.1 37.000 B -98.7 76.7 -92 4 71 9 C -54.8 54.8 -51 4 51.4 -76.1 76.1 -76.1 76.1 -76.1 76.1 -53.5 53.5 -53.5 53.5 -53.5 53.5 120.3 76.7 76.7 -120.3 76.7 -66.8 66.8 -66.8 66.8 -66.8 66.8 -47.4 47.4_ -47.4 47.4 -47.4 47.4 106.6 76.7 -106.6 76.7 -106.6 76.7 -59.2 59.2 -59.2 59.2 - 59.259.2 -42.3 42.3 -42.3 42.3 -42.3 42.3 -95.1 73.9 -95.1 73.9 -95.1 73.9 52.8 52.8 -52.8 52.8 -52.8 52.8 40.0 40.0 -40.0 40.0 -40 0 40.0 90.1 70.1 -90.0 70.0 -90.0 70.0 50.0 50.0 -50.0 50.0 -50.0 50.0 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 - 48.3 -53.5 53.5, -53.5 53.5 -52.9 52.9 - 49.4 49.4 - 46.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 76.7 -105.2 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 -44.0 -106.6 76.7"-106.6 76.7 -106.6 76.7 -106.6 75.7 -101.4 -59.2 59.2 -59.2 59.2 - 55.7 -52.1 52.1 -49.0 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 43.0 -40.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -50.0 50.0, -50.0 50.0, -50.0 50.0 - 50.0 50.0 -48.1 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P O BOX 1529 NOKOMIS. FL 34274 PST Visibly Better ra 76.7 -102.9 76.7 -102.4 48.3 -45.5 45.5 -42.4 46.7 -43.8 43.8. -40.0 40.0 76.7 -98.5 76.6_ -90.0 70.0 48.6 -45.9 45.9 -40.0 40.0 44.0 -41.1 41.1 76.7 -94.7 73.7 49.0 -46.2 46.2 42.1 -39.7 39.7 73.9 -91.5 71.1 48.5 -45.7 45.7 40.0 -39.2 39.2 70.0 -90.0 70.0 48.1 -45.2 45.2 PRESSURES- X CONFIG. WINDOWS 76.7 42.4 -99.6 -40.2 -40.0 76.7 40.2 40.0 -90.0 70.0 -39.3 39.3 Approved se complying with the 4 NoABn� -/ 9 Ob • Mlemi Dude Product Control DI. Dr s **5 sa. - 's"°' °"•�°"` "" PE #58201 CA-640 I NTS 4 «' 12 7045 -9 I A Mechanic -94.3 -38.3 -39.0 -90.0 -36.2 ALUMINUM CASEMENT WINDOW, NON - IMPACT t,,cas A. Turner, P.E 73.4 38.3 39.0 70.0 36.2 COMPA • : • WIDTH • 43.004 53.125 57.000 60.000 64.000 68.000 72.000 74.000 RATILE41ALYSI STALE 3. • •4. 9/16" ANNEALED • G OP1'IOM. • • - - • NE3 POS - (i.1 36.7 -,10.0 ' 76.7 -316'15 - 1x8'.5 76.7 -210.0 76.7 -(1 786.7 7 .95. • 1 76.7 `0. - 310 x 7•6.7 -11'87'76.7 -77.6 -174.7 -97.1 -67.9 -152.9 -84.9 -61.9 -139.4 -77.4 -55.4 -124.7 -69.3 -50.1 -112.8 -62.7 -45.8 -103.0 -57.2 76.7 76.7 76.7 67.9 76.7 76.7 61.9 76.7 76.7 55.4 76.7 69.3 50.1 76.7 62.7 45.8 76.7 57.2 -43.9 43.9 -98.7 76.7 -1�0 0 -2100 - 1.35.0 -1185 -15.0 -210 0 -118.8 -77.6 -1746 -97.0 -67.4 -151.7 -84 3 -60 8 -136 9 -76.1 -53.5 - 120.4 -66 9 -47.' -107.4 -59. -43 1 • -969 -53.9' A :31 • • �Q NEG POS 76. B 7,6.7 C 78.7 A • �F2.7 B yg.7 C j6.7 A 72.7 B 76.7 C 76.7 A 76.7 B 767 C 76.7 A 6 B 76.7 C 76.7 A 60 8 B 6 7 C 76.1 A 53.5 B 76.7 C 66.9 A 47.7 B 76.7 C 59.7 A 43. B 75 4 C 53.9 A -41 1 41.1 B - 92 4 71 9 C -54.8 54.8 -51 4 51 4 36.000 NEG POS -120.0 76.7 -210.0 76.7 -135.0 76.7 -118.5 76.7 -210.0 76.7 -119.3 76.7 -95.1 76.7 -210.0 76.7 -109.1 76.7 -77.& 76.7 -174.6 76.7 -97.0 76.7 -67.4 67.4 -151.7 76.7 -84.3 76.7 -60.8 60.8 -136.9 76.7 -52.8 52.8 -40.0 40.0 -90.1 70.1 -50.0 50.0 38.375 NEG POS -120.0 76.7 -210.0 76.7 50.625 NEG POS -86.0 76.7 -193.6 76.7 -135.0 76.71 -110.9 76.7 -210.0 76.7 -110.4 76.7 -95.1 76.7 -210.0 76.7 -100.0 76.7 -77.6 76.7 - 174.6 76.7 -94.3 76.7 -67.4 67.4 -151.7 76.7 1 -76.1 76.1 -53.5 53.5 -120.3 76.7 -66.8 66.8 -47.4 47.4 -106.6 76.7 -59.2 59.2 -42.3 42.3 -95.1 73.9 -76.1 76.1 - 53.5 - 120.3 76.7 -66.8 66.8 -47.4 47.4 - 106.6 76.7 -59.2 59.2 -42.3 42.3 -95.1 73.9 -52.8 52.8 -40.0 40.0 -90.0 70.0 -50.0 50.0 "XX" WINDOWS B. 3/16" TEMPERED HEIGHT 43.000 NEG POS - 105.5 76.7 -210.0 76.7 -52.8 52.8 -40.0 40.0 -90.0 70.0 -50.0 5Q.0 48.000 NEG POS -91.9 76.7 -206.7 76.7 -114.8 76.7 -822 76.7 -185.0 76.7 -88.7' 76.7 -76.2 76.2 -171.5 76.7 -75.9 75.9 - 71.4 71.4 -160.7 76.7 - 71.0 71.0 -67.4 67.4 -151.7 76.7 -69.0 69.0 -60.8 60.8 - 136.9 76.7 -67.9 67.9 -53.5 53.5 -120.3 76.7 -65.6 65.6 -47.4 47.4 - 106.6 76.7 -59.2 59.2 -42.3 42.3 -95.1 73.9 -52.8 52.8 -40.0 40.0 - 90.0 70.0 -50.0 50.0 TEST REPORTS: FTL -3579; FTL -3590, FTL3591 C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) 54.000 NEG POS -79.6 76.7 -179.0 76.7 -99.4 76.7 -70.8 70.8 -159.4 76.7 -84.0 76.7 -65.3 65.3 -147.0 76.7 -67.6 67.6 -60.9' 60.9 -137.0 76.7 -60.8 60.8 -58.1 58.1 -130.8 76.7 -58.6 58.6 -55.6 55.6 -126.7 76.7 -52.8 52.8 -40.0 40.0 -90.0 70.0 -50.0 50.0 57.000 -POS POS -74.6 74.6 -167.7 76.7 -84.3 76.7 -60.8 60.8 -136.9 76.7 -131.9 76.7 -95.0 76.7 -210.0 76.7 -97.5 76.7 -88.5 76.7 -199.2 76.7 -85.4 76.7 -77.6 76.7 - 174.6 76.7 -82.4 76.7 -67.4 67.4 -151.7 76.7 -80.5 76.7 -60.8 60.8 -136.9 76.7 -107.6 76.7 -76.8 76.7 -172.8 76.7 -85.9 76.7 -71.0 71.0 -159.9 76.7 -70.7 70.7 -66.4 66.4 -149.4 76.7 -66A 66.4 -63.5 63.5 -142.9 76.7 -64.3 64.3 -60.8 60.8 -136.9 76.7 -93.2 76.7 -66.2 66.2 -149.0 76.7 - 82.4 76.7 -61.0 61.0 -137.2 76.7 - 64.6 64.6 -56.7 ' 56.7 -127.6 76.7 - 55.4 55.4 - 54.1 54.1 - 121.6 76.7 -53.7 53.7 -52.3 52.3 -117.6 76.7 -63.0 63.0 -53.5 53.5 -120.3 76.7 -61.6 61.6 -47.4 47.4 -106.6 76.7 -59.2 59.2 -42.3 42.3 -95.1 73.9 -76.1 76.1 -53.5 53.5 -120.3 76.7 -66.8 66.8 -47.4 47.4 -106.6 76.7 -59.2 59.2 -42.3 42.3 -95.1 73.9 -57.2 57.2 -52.9 52.9 -120.3 76.7 -56.1 56.1 -47.4 -106.6 76.7 -55.7 55.7 -42.3 42.3 -95.1 73.9 -52.5, 52.5 -49.4 49.4 -112.9 76.7 -51.1 51.1 -47.1 47.1 -106.6 76.7 -52.1 52.1 -42.3 42.3 -95.1 73.9 -51.4 51.4 -40.0 40.0 -52.8 52.8 -40.0 40.0 -90.0 70.0 -50.0 50.0 60.000 NEG POS -70.1 70.1 -157.8 76.7 -87.7 76.7 -62.2, 62.2 -139.9 76.7 -77.7 76.7 -57.2 57.2 -128.6 76.7 -61.1 61.1 -53.1 53.1 -119.4 76.7 -51.5, 51.5 -50.5 50.5 -113.6 76.7 -49.5 49.5 -48.8 48.8 -109.8 76.7 -48.3 48.3 -46.7 46.7 - 105.2, 76.7 -48.6 48.6 - 44.0 44.0 -101.4 76.7 -49.0 49.0 -42.1 42.1 -95.1 73.9 -48.5 48.5 -40.0' 40.0 -90.0 70.0 - 48.1 63.000 NEG POS -66.2 66.2 -149.0 76.7 -82.8, 76.7 -58.6 58.6 -131.9 76.7 -73.3 73.3 -53.8, 53.8 -121.1 76.7 -58.8 58.8 -49.9 49.9 -112.2 76.7 -49.4 49.4 -47.4, 47.4 - 106.7, 76.7 -45.8 45.8 -45.7 45.7 -102.9 76.7 -45.5 45.5 -43.8 43.8 - 98.5 76.6 -45.9 45.9 -41.1 41.1 -94.7 73.7 -46.2 46.2 -39.7 39.7 - 91.5 71.1 -45.7 45.7 -39.2 39.2 -90.0 70.0 -45.2 45.2 -90.0 70.0 -50.0 50.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. A ADOED NO7 7070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.D. ROX 1529 NOKOMIS. FL 34774 PST Vvlb /y Bctter PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT 1...NUeu. IS* I P.m awrgM en CA-640 NTS 5 d 12 7045 -9 A X X Approved r eO°ply1Oa oat. the Florida 8 D ate 0 4 L 0 . NOAN D -I I9. a►;! Miami Dade Product Control D i B Lucas A Toner, P.E. PE 95820 Madura c • •• CQMPARATIVE =TA IS TAI6LE 4• "0" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORTS: FTL -3583 FTL- 3579,FTL3584 6 GPA4ING OPIIANS• • A /16" ANNEALED B. 3/16" 'TEMPERED C. 1/2" I.G. (1/6" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) •••• •... • • HEIGHT «O "XOX" w 26.000: • • 3 000 T 36.0 38.375 43.000 48.0 50.6 54.000 57.0 60.000 63.000 W 1.14 IDTH ,• • 4IEG PO •NE•G POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS : 0.3 76 • 76.7 -76.1 76.1 -70.7 70.7 -63.2 63.2 -55.6 55.6 -52.1 52.1 -48.4 48.4 -45.3 45.3 -42.1 42.1 -39.7 39.7 36000• o 72.000 0.,00 . 0 76 7 • 2.1 p 0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -183.2 76.7 -169.7 76.7 -155.0 76.7 -143.9 76.7 -134.3 76.7 -125.9 76.7 • •c 76'4 ' b 76.7 -83.3 76.7 -79.3 76.7 -69.3 69.3 -61.1 61.1 - 56.6 56.6 -51.7 51.7 -48.0 48.0 - 44.8 44.8 -42.0 42.0 A -86.5 76 ..1142, 76.7 -73.8 73.8 -69.3 69.3 -61.8 61.8 - 54.5 54.5 -51.0 51.0 -47.5 47.5 - 44.4 44.4 -41.6 41.6 -39.2 39.2 37%00 1'4.000 B - 210.0 76/ lap 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -180.5 76.7 -167.0 76.7 -152.4 76.7 -141.4 76.7 -131.9 76.7 -123.6 76.7 •C. ' =86.5 76.7 -81.0 76.7 -78.9 76.7 -77.8 76.7 -68.7 68.7 -60.2 60.2 -55.7 55.7 -50.8 50.8 -47.1 47.1 - 44.0 44.0 -41.2 41.2 • • 8.4 76. • 72. - 68.8 68.8 -66.0 66.0 -58.9 58.9 -51.9 51.9 -49.2 49.2 -45.5 45.5 -42.8 42.8 -40.3 40.3 -37.8 37.8 39!60131 •79.000 • 1s' •1,9,0 76.7 -210.b 76.7 -209.3 76.7 -207.8 76.7'-207.5 76.7 -174.6 76.7 -161.2 76.7 -146.7 76.7 -135.9 76.7 -126.5 76.7 -118.4 76.7 C'. •!78.4 76.7 -72.6 72.6 -69.8 69.8 -69.3 69.3 -66.5 66.5 -58.2 58.2 - 53.7 53.7, -48.9 48.9 -45.3 45.3, -42.2 42.2 -39.5 39.5 A -71.6 71.6 -65.7 65.7 -62.5 62.5 -61.7 61.7 -56.1 56.1 -50.2 50.2 -47.3 47.3 -44.2 44.2 -41.5 41.5 -39.1 39.1 -37.3 37.3 42.000 84.000 B - 210.0 76.7 197.2 76.7 -187.5 76.7 -185.1 76.7 -183.7 76.7 -169.9 76.7 -156.4 76.7 -141.9 76.7 -131.2 76.7 -121.9 76.7 -113.9 76.7 C -71.6 71.6 -65.7 65.7 -62.5 62.5 -61.7 61.7 -61.2 61.2 -55.7 55.7 -52.1 52.1 -47.3 47.3 -43.7 43.7 -40.6 40.6 - 38.0 38.0 A - 64.9 64 9 -59.0 59.0 -55.6 55.6 - 54.5 54.5 -52.8 52.8 -48.1 48.1 -45.6 45.6 -42.4 42.4 -40.1 40.1 - 38.2 38.2 - 36.4 36.4 45.000 90 000 B - 194.7 76 - 7 - 177.1 76.7 -166.7 76.7 -163.5 76.7"-160.3 76.7 -160.0 76.7 -151.7 76.7 -137.2 76.7 -126.4 76.7 -117.2 76.7 -109.3 76,7 C - 64.9 64.9 59.0 59.0 -55.6 55.6 - 54.5 54.5 -53.4 53.4 -52.9 52.9 -50.5 50.5 -45.7 45.7 42.1 -39.1 39.1 - 36.4 36.4 A - 59.3 59 3 - 53 6 53.5 - 50.0 50.0 - 48.8 48.8 - 47.4 47.4 - 46.4 46.4 - 43.8 43.8 - 41.1 41.1 - 38.9 38.9 - 36.9 36.9 - 35.1 35.1 48.000 96.000 B - 178.0 76 7 - 160 8 76.7 - 150.0 76.7 - 146.5 76.7' 76.7 - 140.6 76.7 - 140.6 76.7 - 133.3 76.7 - 122.5 76.7 - 113.3 76.7 - 105.4 76.7 C -59.3 59.3 -53.6 53.6 -50.0 50.0 -48.8 48.8 -47.4 47.4 -46.9 46.9 -46.9 46.9 - 44.444.4 -40.8 40.8 -37.8 37.8 -35.1 35.1 A -55.4 55.4 -49.8 49.8 -46.2 46.2 -44.9 44.9 -43.3 43.3 -42.5 42.5 -42.3 42.3 -39.9 39.9 -37.7 37.7 -35.9 35.9 - 34.0 34.0 50.500 101.000 B -166.2 76.7 149.3 76.7 -138.5 76.7 -134.8 76.7 76.7 -127.4 76.7 -127.0 76.7 -127.0 76.7 -119.8 76.7 -110.6 76.7 -102.7 76.7 C -55.4 55.4 -49.8 49.8 -46.2 46.2 -44.9 44.9 -43.3 43.3 -42.5 42.5 -42.3 42.3 -42.3 42.3 -39.9 39.9 - 36.9 36.9 - 34.2 34.2 A -51.7 51.7 -46.2 46.2 -42.6 42.6 -41.4 41.4 -39.6 39.6 -38.5 38.5 -38.3 38.3 -38.2 38.2 -36.6 36.6 - 34.7 34.7 -32.8 32.8 53.125 106.375 B -155.0 76.7 -138.7 76.7 -127.9 76.7 -124.2 76.7 -118.9 76.7 -115.6 76.7 -114.8 76.7 -114.5 76.7 -114.5 76.7 -108.1 76.7 - 100.2' 76.7, C - -51.7 51.7 -46.2 46.2 -42.6 42.6 -41.4 41.4, -39.6 39.6 -38.5 38.5 -38.3 38.3 - 38.238.2 -37.9 37.9 -35.8 35.8 -33.4 33.4 A - 50.7 50.7 - 45 2 45.2 - 41.7 41.7 - 40.4 40.4 - 38.6 38.6 - 37.5 37.5 - 37.2 37.2 - 37.0 37.0' - 36.2 36.2 - 34.3 34.3 - 32.5 32.5 54.000 108.000 B - 152.0 76 - 7 135.7 76.7 - 125.0 76.7- 121.3 76.7 - 115.9 76.7 - 112.5 76.7 - 111.5 76.7 - 111.1 76.7 - 111.1 - 76.1:107.5 76.7 - 99.5 76.7 C _ - 50.7 50.7 - 45.2 45.2 -41.7 41.7 -40.4 40.4 -38.6 38.6 -37.5 37.5 -37.2 37.2, -37.0 37.0 -37.0 37.0 -35.3 35.3 -33.2 33.2 A - 48.9 48.9 43.5 43.5' - 40.0 40.0 - 38.8 38.8 - 36.9 36.9 -35.7 35.7 -35.3 35.3 -35.1 35.1 -35.1 35.11_ - 33.6 -32.0 32.0 55.500 111.000 B -146.6 76 7 -130.6 76.7, -120.0 76.7 -116.3 76.7 -110.8 76.7 -107.1 76.7 -106.0 76.7 -105.3 76.7 -105.2 76.7 -105.2 76.7 -98.3 76.5 C -48.9 48.9 43 5 43.5 -40.0 40.0 -38.8 38.8 -36.9 36.9 -35.7 35.7 -35.3 35.3 -35.1 35.1 -35.1 35.1_ -34.4 34.4 -32.8 32.8 A 47.2 - 42.0 42.0 - 38.5 38.5 - 37.2 37.2 - 35.4 35.4 - 34.1 34.1 - 33.7 33.7 - 33.3 33.3 - 33.2 33.2 - 33.0 33.0 - 31.4 31.4 57.000 114.000 B - 141.6 76.7 - 125 9 76.7 - 115.4 76.7 - 111.6 76.7 - 106.1 76.7 - 102.3 76.7 - 101.0 76.7 - 100.0 76.7 - 99.7 76.7 - 99.7 76.7 - 97.3 75.6 C -47.2 47.2 -42 0 42.0 -38.5 38.5 -37.2 37.2 -35.4 35.4 - 34.1 34.1 -33.7 33.7 -33.3 33.3 -33.2 33.2 -33.2 33.2 -31.9 31.9 A -45.6 45.6 -40 5 40.5, -37.0 37.0 -35.8 35.8 -33.9 33.9 -32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -30.8 30.8 58.500 117 000 B - 136.9 76.7 121 5 76.7 -111.1 76.7 -107.4 76.7 -101.8 76.7 -97.8 76.1 -96.4 75.0 -95.2 74.1 -94.7 73.7 -94.7 73.6 -94.7 73.6 C o -45.6 45 6 -40 5 40.5 -37.0 37.0 -35.8 35.8 -33.9 33.9 -32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -31.0 31.0 A -44.2 44 2 -39 1 39.1 -35.7 35.7 -34.5 34.5 -32.6 32.6 -31.3 31.3 -30.8 30.8 -30.3 30.3 -30.1 30.1 -30.0 30.0 -30.0 30.0 60.000 120.000 B - 132 6 76 7 - 17 4 76.7 -1 07.1 76.7 -103.4 76.7 -97.9 76.1 -93.8 72.9 -92.3 71.8 -90.9 70.7 -90.2 70.2 -90.0 70.0 -90.0 70.0 C -44.2 44.2 39 1 39.1 -35.7 35.7 - 34.5 34.5 -32.6 32.6 -31.3 31.3 -30.8 30.8 -30.3 30.3 -30.1 30.1 -30.0 30.0 -30.0 30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. F.K. Ps " Pr 3/11/03 n.e. P••••• A • Pswen M1.... o 4 " - CAK P, F k W/12102 AOOEO NO I 1070 TECRNOLOGV DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly F •••er PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT t«.uww Psr CA 640 I NTS 16 .1 12 7045 -9 A 1 4 X 1 2 O 0 Approved b complying with the Dote NOAH Miami Dade Product Control B C ...mitt ,�sr..a , Lug A Turner ° E. PE 0582 t4Pchenl c 3MPARATIVE AIMANYSIS TFIBLE ., "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 A.03/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) ;'"Cr.AZING JRIIONS: • "1(0" Ani. "XOX" WIDT ' • • • HEIGHT • 26.001 • •.1,000 36.000 38.375 43.000 48.000 50.625 - 54.000 - 57.000 60.000 63.000 .NEG PO N3 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG'POS NEG POS 61.6 NEG -57.9 POS 57.9 NEG -54.7 POS 54.7 315010 : A - 0.0 7 - J a i 0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 55.500 • Im U 10.0 76 , 1 0 0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 -173.8 76.7, -164.1 76.7 - 1 76/ -1 8.0 76.7 -109.9 76.7, -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 - 71.3 71.E - 71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 4 63.0 - 58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2' - 44.4 44.4 48.000 72.000 -. t - 210.0 76.7 - 210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -188.9 76.7 -176.0 76.7 -161.9 76.7 - 151.1 76.7 -141.7 76.7 -133.3 76.7 • • .71 .3 7 13 • -51.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 - 58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 - 44.4 44.4 • • • -67.5 6 . • -$Z.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 - 49.4_49.4 -46.3 46.3 -43.5 43.5 4@;33431' 74.00 , . 12.5 76'? -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -185.5 76.7 -172.8 76.7 -158.8 76.i -148.1 76.7 -130.6 76.7 •-67.5 67.5 ' - 67.5 67.5 - 67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 -46.3 46.3 -43.5 43.5 -58.2 58 2 - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 -58.2 58.2 - 54.8 54.8 -50.3 50.3 - 46.846.8 -43.8 43.8 -41.2 41.2 53.125 79.688 -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -164.5 76.7 - 150.9 76.7 - 140.5 - 76.7. - 131.5 76.7, - 123.6 76.7 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2' - 54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 41.2 - 52.7 52.7 52. 52.4 - 52.4 52.4 - 52.4 52.4 - 52.4 52.4 - 52.4 52.4 - 52.4 52.4 - 48.6 48.6 - 45.2 45.2 - 42.2 42.2 - 39.6 39.6 56.000 84.000 B -158.0 76 7 157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -145.7 76.7 -135.5 76.7 -126.7 - 76.7 -118.9 76.7 C -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 39.6 A -46.5 46 5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8_ 60.000 90.000 B -139.4 76. i 1 36.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -129.5 76.7 -120.9 76.7 -113.3 76.7 C - 46.5 46.5 - 45.6 45.6 - 45.6 45.6 - 45.6 45.6 - 45.6 45.6 - 45.6 45.6 - 45.6 45.6 - 45.6 45.6 - 432 43.2 - 40.3 40.3 - 37.8 37.8 A -41.6 41.6 40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 -36.2 36.2 64.000 96.000 B -124.7 76 i 120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 - 108.5176.7 C - 41 6 41 6 40.1 1 40 - 40.1 40.1 - 40.1 40.1 - 40.1 40.1 - 40.1 40.1, - 40.1 40.1, - 40.1 40.1 - 40.1 40.1 - 38.6, 38.6 - 36.2 36.2 A - 38.2 38 2 -36.5 36.5 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 -35.0 35.0 67.333 101.000 B - 114.6 76.7 109.4 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -105.0 76.7 ' C ' -38.2 38.2 -36.5 36.5 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -35.0 35.0 A -35.2 35 2 33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 70 917 106.375 B - 105 5 76 7 99.6 76.7 - 98.0 76.2 - 98.0 76.2_ -98.0 76.2, -98.0 78.2 -98.0 76.2, -98.0 76.2 -98.0 78.2 -98.0 76.2 -98.0 76.2 C -35.2 35 2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 A -34.3 34.3 32 3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 - 31.7 31.7 - 31.7 31.7 - 31.7 31.7 72.000 108.000 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 C -34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7' -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7' -31.7 31.7 A - 32.9 32 9 30.8 30.8 -30.0 30.0" -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0' -30.0 30.0 -30.0 30.0 -30.0 30.0 74.000 111 000 B -98.7 76 i -92 4 71.9 -90.1 70.1 -90.0 70.0 -90,0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 C -32.9 32 9 -30 8 30.8 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 Rerfe ay Redd fly Redd Pr PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. (Yawn R, FK Dan /1 11)3 0.1. Data L • A o.. Ra.,.w. 1'. Am... Or /2/12 A00E0 NOTE 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 O. BOX 1529 NOKOMIS. FL 34274 Visibly BPrter PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS rs• ALUMINUM CASEMENT WINDOW, NON - IMPACT Um/Moser Sur Serer tka..g Rn CA-040 NTS 7 d 12 7045 -9 A 1 3 X 1 3 0 1 3 x X 0 0 X Approved on complying with the Florid. B Code Dote 0412 4/ 03 NON n2-1 /1.125 Miami Dade Prodigal C odsmi .y �l 7 - Lucas A Tumor P E . PE 0582 Mec7.ar €OMPRRATIVE•AM,- L 1 SIS TEL L!E• �. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579 FTL3584 NG ORTU©IWS: • A.•3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) • - nil SOX" 6A1400 X4 • VENT WID t • • FIXED W?I _._ _ • HEIGHT • 28300 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 •1 • POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG 'POS NEG POS • • A• 76.7 -87.1 76.7 -81.4 76.7 -71.5 71.5 -62.4 62.4 -58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 l 'EQ124. 19 12 3 .014 B 0 21Y7 1 .Q 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -187.3 76.7 -174.1 76.7 -159.7 76.7 -148.8 76.7 -139.2 76.7 -130.8 76.7 • . . • • C •1 76.7 -94.3 76.7 -86.3 76.7 -72.9 72.9 -62.4 62.4, -58.0 58.0 - 53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 . . A• • •A 71.3 -69.7 69.7 -66.9 66.9 -59.6 59.6 -52.3 52.3 -49.6 49.6 -45.9 45.9 -42.8 42.8 -39.9 39.9 -37.3 37.3 eti X 9.1$. 24 001 48,919 B• •210* 76.7 -210.0 76.7 -210.0 76.7 -196.6 76.7 -165.3 76.7 -152.5 76.7 -138.8 76.7 - 128.5 76.7 -119.6 76.7 -111.8 76.7 • • :.: Co •1•3 71.3 -71.3 71.3 -71.3 71.3 -65.5 65.5 -55.1 55.1 -50.8 50.8 -46.3 46.3 -42.6 -39.9 39.9 -37.3 37.3 • . ••• A . 58.58.5 -58.5 58.5 -58.5 58.5 - 54.9 54.9 -49.5 49.5 -46.7 46.7 -43.6 43.6 -40.5 40.5 -37.6 37.6 -35.1 35.1 95.973 26 50%47.973 B -175.5 76.7 -175.5 76.7 -175.5 76.7 - 175.5 76.7 -158.4 76.7 -145.5 76.7 -131.8 76.7. 121.5 76.7 - 112.8 76.7 -105.2 76.7 C -58.5 58.5 -58.5 58.5 -58.5 58.5 -58.5 58.5 -52.8 52.8 -48.5 48.5 -43.9 43.9 -40.5 40.5 -37.6 37.6 -35.1 35.1 -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.4 43.4 -40.8 40.8 - 38.2'38.2 -35.3 35.3 -32.8 32.8 108 649 30 000 48.649 701 - 139 4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -124.9 76.7 -114.5 76.7 -105.8 76.7 -98.3 76.4 -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6, -41.6 41.6 -38.2, 38.2 -35.3. 35.3 -32.8 32.8 A 41 6 41.6 -40.1 40.f -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -39.2 39.2 -37.1 37.1 - 34.3 34.3 -31.7 31.7 115 892 32 000 51.892 -124.7 76.7 - 120.3, 76.7, -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -111.6 76.7 -102.8 76.7 -95.2 74.1 - 41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1, -40.1 40.1 - 40.1_40.1- - 37.2,37.2 - 34.3,34.3 -31.7 31.7 -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 -36.2 36.2 -36.0 36.0 -33.6 33.6 -31.0 31.0 122 000 33.687 54.627 22] -1'11 6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108,6 76.7 -108.6 76.7 -100.8 76.7 -93.1 72.4 - 38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -33.6 33.6 -31.0 31.0 A 37 6, 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 123 135 34.000 55.135 -112 8 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7. -106.6 76.7 -100.4 76.7 -92.8 72.2 J - 37 6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35,5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 A - 36.3 36 .3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 126.000 34 791 56.418 B' -108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7- -99.6 76.7 -92.0 71.5 C -36.3 36,3 -33.9 33.9 -33.9 33.9 -33.9 33.9, -33.9 33.9 -33.9 33.9 -33.9 33.9 - 33.9.33.9, -33.2 33.2 -30.7 30.7, A - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 130.000 35 896 58.209 B -103 5 76.7 -95.6 74.4 -95,6 74.4 -95.6 74.4 -95.6 74.4, -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C -34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9' 31.9 -31.9 31.9 -31.9 31.9. -31.9 31.9 -30.3 30.3 A -34 3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7, 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 130.378 36 000 58.378 B -103.0 76.7 r -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -90.8 70.6 C -34. 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 A -32.9 32.9 -30.0 30.0 -30.0 30.0 - 30.0 :30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 134 000 37 000 60.000 B - 98 7 76.7 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C - 32 9 32.9 -30.0 30.0 -30.0 30.0 -30.0 30.0 - 30.030.0 -30.0 30.0 -30.0 30.0 -30.0 30.0, -30.0 30.0 -30.0 30.0 n,« Ren„4.y Mw .3•11/03 Rr+s4Ry nate ow FK 12/12 A • "X0 & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. t:necAe4 Br ADDED NOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Vierbly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, NON - IMPACT 9aiMY41e4o SuY 514at CA-640 NTS l 8 d 12 7045 -9 Ree A X O UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES X Approval we complyioe with the Uate 24 r4OAN [Jo- [GI u7 Miami Dade Rodact C..hol Di B a.l Lucas A. Turner, P.E. PE d5fi r' Meehan • • •••• • • • • •••• • • • • • • • • • • • •••. • • ••• • • • • • • • • • • ••• • MAX. HEIGHT (SEE SHTS. 2 & 3) F.K. "tr,4 ar ".r,u fly IL..n Py FK 31r 1,V3 • • • 9...ur.a A CUM 12/1202 • • • • • • •• • • • • • • • •• • • • • • • 'r • • • •• •• • • • • VERTICAL SECT ION OPERABLE UNIT c.a.. Pr nai. NO CHANGE TIVS SHEE I REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 REFERENCE XOX FRAME ASSEMBLY DETAIL, SHEET 10 MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P O. BOX 1529 NOKOMIS. FL 34274 MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX itT Visibly Better MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X SECTIONS s...n«4+ CA-640 NTS MAX. VENT 4 DAYLIGHT OPENING (SEE SHT. 2) 0 s MAX. WIDTH (SEE HT. 2) HORIZONTAL SECTION - XX 9 d 12 REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 10 ALUMINUM CASEMENT WINDOW, NON - IMPACT erwnq M. 7045 -9 A OCD 5pprm"A as complying with the Ilarids B ►ding O 6n1e NOAO Product Coolie! "5/2_, de BY l�— >/2, 3 Lucas A. iumet. P.E. PE 856201 Mechanic • • • FRAME JAMB • • • • • ay F.K. .." Or • •••• • •• tRAME ACCEMBLY • • • • • "X" FRAME JAMB 3/1 1/03 P.I. t�... fly P.. 7.K 12:12/02 • • • • •••• • • • #12x1 PH TEK SMS 13" MAX. O.C. W! (2) SCREWS 3" APART AT MID -SPAN • • • • • • "X" FRAME JAMB • • • • • •• - "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY _ TUBE •s • "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL - R. "uv" A R" "rove A..4.11 Ch "tM fly Row #12x1 PH TEK SMS • _13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN #8x1 QUAD PH SMS (2) PER CORNER "O" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REVISED FRAME ASST OE TAIL SCREW SPACING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 3427t #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL �T Vi',tbl7 Better 2.854" .062" NOM. 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6083 -T6 DWG# 7003A _2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A EXTRUSIONS if ASSEMBLY DETAILS ta. NTS s"weRIm. CA-640 ALUMINUM CASEMENT WINDOW, NON - IMPACT 10 d 12 I �`° � 7045 -9 I A .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919" Approved as complying with do Florida WM Code Dale NOAO Miami Dade Product C Dh Lucas A. Fume', PE 0582e 1 Mechanics' pole.. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 12 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 71 74 75 ROaa4 Pr F.K. ay.ad Pr 60 rNa*PP, FK • 131 A— A- • • •••• . . •-• FARTS LIST DWGd/•• . PGT. +Y • DESCRIPTION 7907A • • ■ • MAIN FRAME - HEAD, SILL & IAMBS • 2 1155 • 781 P :4 LA X I QUAD PH SMS - 7 008 FRAME CORNER KEY ••a•■• •• .• ••.O • • • • • 1/2 "X1 /2 "XI /8" CLOSED -CELL FOAM TAPE • 0. • 7403% • • • • • Ski SH - TOP, BOTTOM & SIDE RAILS • •4• • 1155•••• 78IPt�R•• 41X 1 QUAD PHSMS • 7 • ' . 0 1 , • • o ff • • 6701 K• • • ell LB WEATHERSTRIP .187X.240 • • 8i • • • '009 • • •, . SH CORNER KEY • 9 • 7024 • • MAXIM MULTI -POINT LOCK ••18• e • 702g • • e • ... CK SUPPORT PLATE I i ••• e • • •_ X .562 PH. PN. TYPE F :NT; • • :014 ! • • e • MtULTI -LOCK KEEPER (RH. & L.H.) 1151 • • • • • 78X78PPSMS /78 X .875 PH. PN. SMS 7013 ITE BAR GUIDE 1015 TIE BAR ASSEMBLY 7028 MAXIM DYAD OPERATOR 7027 MAXIM DUAL ARM OPERATOR 7030 OPERATOR GASKET '031 BACKING PLATE /78 -32 X .375 PH. PN. TYPE B '032 STUD BRACKET (L.H. & R.H. 78587A a R X 5/8" FLT. PHL SMS '033 OPERATOR TRACK & SLIDER (DUAL ARM) :022 SNAP -ON HANDLE 7023 I2" HINGE (HEAVY DUTY) 710 , 4121 - P 410 X .500 PH. PHL. USB, 1/8" ANNEALED GLASS {/I6 ANNEALED GLASS 1/16" TEMPERED GLASS 1/2" I.G. GLASS (1 /8 "A, 1/4" SPACE, I /8 "A) 7037 tit AZING BEAD (DSB, 3/16) 7042 GLAZING BEAD (1/2" LG.) 1224 6TP247 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 1634 7006 7040 1635 7004A 7011 7012 7019 7018 7025 7016 6163K PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY ,SCREEN CLOTH 6I635K SCREEN SPLINE - SERRATED 60976 CASEMENT SCREEN CLIP 78x I2PSTW /8 48 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASS'Y. TUBE 712XIPPI H12 X 1^ PH. PHIL. TEK. LOCK SUPPORT PLATE I.00:K SPACER 711573 SNAP -ON T- HANDLE KNOB 7FLDI IU 1 OLDINO HANDLE 61A XIM SINGLE LOCK SINGLE LOCK KEEPER 70834A 48 X .750 QUAD PN SMS A NO CHANGE T IPSSHEET Rs.eav 1070 TECHNOLOGY OR1VE NOKOMIS, FL 34175 PO BOX 7529 NOKOMIS. FL 34274 ITEM 80 81 82 83 DWG 11 7005A 1155 7010 7007 PGT. # 781 PQA PARTS LIST CONT. DESCRIPTION FIXED WINDOW FRAME - HEAD, SILL & IAMBS 88 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER 0 3/16 ",1 /8" GLAZING BEAD MAIL: 6063 -T6 DWG# 7037 .523" - 1 r .050" I - -iF-iF .865" e l I . GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" .423" -1 i2!cT Visibly Better 1.000" 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-640 .125" .062" .093" 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A 'sw srr NTS I 11 - 12 993 "E .289" .040" 83 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 -1 1.124"r-- 7045-9 A Approved as complying with the Florida B. g ode Date 0 NOAH Mimed Dade Product Co•tt•t DI Texas A Turner. °. E. PO 058201 Mecha,dr • • • • • • • •••• • • ifISPAtVED W di BUCK : • . •1a W�" OR Nlra lHICK• • • • (SEW NOTE 2). :••: • •• •• • •• 1/4" 4 X. SINV" .. • • • .4114:411R #14 •••• �- �,.,•••. • • SCREWS •••- . t• ---!___ ;• ill :•;• r i • • • • • NOTES: F K. 3/11/03 R.ewa, Ica. 4e.se a. VA. [ua... 11, F A 12/1247' - 1 1/2 _ MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE 1HICK 1/4" MAX SHIM 3/16" OR 1/4" TAPCON (SF f N v T F 1 BELOW AND SHEET 1, f•t , I E 4) AOOEO 914 SCRFW i,r IION APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCCN (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) j 11/4 " MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE r 1 1/4" MN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W /WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM —y 3/16" OR 1/4" TAPCDN (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE cot IN TY APPROVED ELCO OR ITW 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 Sl IH S 1 RATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1070 TECHNOLOGY DRIVE NOKOMIS. Ft 342:5 P O. BOX 1529 NOKOIOIS. FL 342:4 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS 111111 . 1110.111.1111. PGT Visibly Better 113 1 1/2" 1_.-- MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 11/4 " MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT s..a.b.11 CA•640 NTS NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 12 12 APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 7045 -9 1 1 /4" _ MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK A r App w.d .. a mptyl•• with the Aerie. Oddly Cede bat 04 ob NON G 342: X) 3 Lucas A Turner. P E PE 453201 Mechanic • , BLTLDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis. FL .342 7-3 NOA No 03 -0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page I S - o � -1 1 ••• • ••••• • •• • • • ••• .. • • ... • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADS F BTJII-0ING • 140 WEST FLAAIEIr STR>~ES:In 1603: MIAMI, FI.ORTA'3313IL 1563: (305) 3'5.2 • FAX (305) 375 -2908 • • •• • • • •• • •• • • .. . • • • • • • • •• • • • • • ••• •• 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 Miarni -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 Buildinng_Code. _ _ DESCRIPTION: Series _SH -7B]; Aluminum -Sin ` " � gle -Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5,. prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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, the expiration date may be displayed in advertising literature. If any ty' and followed portion of the NOA is displayed, then it s it s hall by g 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- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • • • • • •• • • • • COMPARATIVE GLASS TYPE: A. 5/16" B. 5/16" C. 13116" D. 13/16" t 1 ANALYSIS TABLE: LAMINATED (118 "A,.090,1 /8 "A) FTL -1885 LAMINATED (1 /8 "HS,.090,1 /8 "HS) FTL -1885 I.G., 118 "HS, 3/8" SPACE, 5/16" IAMI (1/8 "A,.090,1 /8 "HS) FTL -3735 1.0., 1/8 "HS, 3/8" SPACE, 5/16 LAMI (1/8 "HS,.090,1/8 "HS) FTL -373S WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 26.500 A 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 0,0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 - 80.0 66.7 - 80.0 66.7 -80.0 37.000 A 66.7 -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 6,D 68.7 -80.0 86.7 -80.0 66.7 -80.0 66.7 -80.0 C 68.7 -80.0 66.7 - 80.0 66.7 -80.0 66.7 -76.1 53.125 A 66.7 -80.0 63.4 -63.4 47.9 -47.9 48.3 -48.3 8,01 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 63.4 -63.4 58.7 - 56.7 54.5 -54.5 • • 0 • •• • • • • •r *•-•- • • ••• •• • • •0 • • • • � 1 •.• • • • ••• • ••• 76" MAX WINDOW HEIGH! 5 T/1' • MAX. • •. • •• •••• • • • 0000 • • • • •••• • • • • • •• •• • • • a- • r••• • •••• • • •••• -��- 13" - -� MAX. ON CENTER TYP. HEAD & SIL 1 • •• •• • • •••• s • 0-0 ••••.• • 00000 • WINDOW WIDTH O EL.FVATION NOTES CONTINUED 4.) ANCHORS. MAX. 5 3/4" FROM i .1■ II r.+)RNER (HEAD & SILL) MAX. SPACING Al IIr 'r SILL: 13.000 MAX. 6" FROM ENS I I i ' rr:I IF.R (JAMBS) MAX. SPACING AT MI ( I It : RAIL 8.000 MAX. SPACING AT JAW rI IERWISE: 13.125 5.) SHUTTER REQUIREMENT• NO I I n 11 P REQUIRED 6.) REFERENCE TEST REPORTS. r 11 919 & FTL -3739 11 8" MAX. AT MTG. RAIL 13 /8" MAX 0C 6 ' MAX. - LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF' 1/8" ANNEALED GLASS. 9. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PV8 INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAM1 LG. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL- 1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) 6/f/1 Robert L. Clerk, P.E. PE 839712 SEuclurel • T ■ IND(TSTRIES 1070 TECHNOLOGY OWE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 "1-.P.' �3 /03 Saved $y: Rand Or F.K. Raved By: D.B. brawn 9r D.B. D.ac,i.M1on. Oat %9/ 1 0 / 11 /01 TE Oa tt.: 11.v1 0 -A011 GLASS 7YPE & Ti18LE ELEVATION & NOTES PRODUCT ncveslm AIM •F��_. 01 Dot 11:1116' F 1 � -�.. TRr.: ALUMINUM SINGLE HUNG WINDOW Series/1634.1: SH - 701 Scale: NTS Sheet: 1 ai 5 0ra"in9 Ho. 4040 • Re, • • • • • • •• • • •••• • • • • •••• • • • • • •••• • • • • • - •••••• • •• •• ,.•• •• • (14•:•• • • •••• •••e. 1 ) • • {{ • • -. • •••• 1 ••sj • l • • • —_ If'' E li •• • i j • • • 1 /8'• ANNEALED OR HEAI STREN111ENED - -� CLASS .090 INTERI.AYER - SAT 1 EX BY SOLUTIA OR PONT [VP 1 /8" FIEAT STRENGTHENED GLASS 3/8 AIR SPACE . 8" ANNEALED OR If AT STRENGTHENED 1.I ASS azs DESCRIPTION x .62 • P IL FLT. H0. SASH TOP GUIDE OPTIO V.T. $ Ul■f T T d37 n1.f Alum. 6083- T511 3j�� 1m11 u'� Z'S01 .�[ Alum. 6063HS- 15411 t»G - 1Dc T iroila TT1^ It GTT�ST:i I OFa:� 1Gi11T� n.Lf[GTa"�[ {T�i��i>�[316� 2 LICEIN1 ei:1 I )♦t!`:12fiij2 BEN MILT EE311 i7 �:t: HTFji:II3i7FPi3:i 2 ®r 6 x .750 PHIL. PN 140. X F SWE9- I TCH M 7858WW QTY. / LOCATION 1 •er Glazin. : eod 1113L a. ir...2-.111113E4XLMIElr - BUL: aLTiS E13[l<f110 - 1><: ERMt a Q ►T1`'>I to attach Balances to ombs 11. Irom en of vent top roil If width is >= 42 Sweep Latch Screws when usin• 2 Swim • Latches 0 tome emba 30 tr•m bat. Windioad Ada. er Screws 1 • each frame omb ven •mbs & van 0• rail von 'comb. 2.5 from bat. W. . 1I: .: . 1 - .1. J: frame combs, HS & 5 76 LAMI W 3 8 AIR SPACE 30 r OM bat. ALUMAX 33 W l 6 x . 00 wt. FLT. IELI F� Y r' a � um. 606 -T [ EE • FCC 1+ .n �I:121G1 —M • RITMO 531/VANDLOAD TER 11 'I1�� El • ®W 16 1 1.0. GLASS Wfagai7 rm . aa Q [REi;ilIKIWCII 11=111111 Fi7 11TeTf5ii! tIA:t '� NEMO_ea1,'L li tTY II .aINE 13 16 LAMI I.G. GLASS 1/8 HS & 5 16 LAMI W 3 B AIR SPACE 6" MERC NTS AVIV FR MERCHANTS FASTENER T PLASTICS ST R TOOL W 1_ i8ORG - - 51AV CALDWEU. 1SCH Ga 0 GT SCHERER IND. PROD. ALUMAX M PROTOTYP INDALEX GT SCHLEG OR EQUIV. 61080G 64009 7SP' G PC WELL TP- 249 - 6 1 AF -12244 EHEAD - SM5504 W0996 -1207 64067 1 /2" NOM [ GLASS BITE REFERENCE TEST REPORTS: T t I 1 889 & FTL -3739 5/16" LAMINATED GLAZING DETAILS 1/2" NOM, GLASS BITE 13/16" LAMI 1 -G. GLAZING DETAILS 9" HEAT STRENGTHENED GLASS ul SOLUTIA OR DUPONT PVEI INNER LAYER I ?: ANNEALED OR HEAT STRENGTHENED GLASSA 16 LAMINATED /0` Roberti.. Clark P.E. PE 039712 Seuclurei 1T INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 900, 03/26/63 10/ 11/07 Maw 8/78/98 Re C -ADD 130 -135 RartShna: TB, TABLE, EXTR. Revisions: 0070 6/3/03 0 -MD G LASS F11'E DEAF 16 bole' 2/9/98 VENDOR VENDOR # ALUMAX AF -12225 ALUMAX AF -12226 AF -122 HOALEX 64054A I NDALEX 64006 ALUMAX AF -1 230 ALUMAX AF -12231 ALUMAX AF- 534571 TEAM PLASIICS TP -247 DOW CORNING 899 H.P.C H.P.C AQUA FASTENERS M INIATURE DIE CASTING PGT.214.XX beacrtplion.• PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW Ser tee /Model: Seale: Sheet: brewing No. s11 -got Seale: 2 5 4040 AF -72236 EIS AL_YFR • • • 76.000 MAX. HEIGHT • • • • • • • •• • •• •• • • •. • • • • • • • • • • • • •737 • • • • • ••• • •• I •_ • •••• 111z /31 • I_, • .655 EXIERIO R 3 ROUGI I' OPENING •• • • • • • • • • • • 7•• •.— • • • • •,f • • ROUGH NO OPENING •• • •• •• • • • • i , l 34.500 DAYLIGHT OPENING .500 34.500 DAYLIGHT OPENING 2.330 INTERIOR REFERCNC:E 1ESt REPORIc ! I i 1889 & Flt -3739 VERTICAL SECTION OPT/ONAL Rolled t.. dark. P.E. PE 435712 Structural EXTERIOR INTERIOR • 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R17 F.i. Rays"! 9j: Rev 5 fi r: Date: 6/3/03 Dales: 03/26/03 0/11/01 D �t: 8,18/98 Wem 5l Do D. B. 2/9/98 DescdpUon: SECTIONS D —ADD CLASS WE HEM J6 Rariatm• C —ADD 130 -135 Re iaiontK TB, TABLE, EXTR. Remtene: 2.710 ROUGH OPENING ALUMINUM SINGLE HUNG WINDOW s „,.. /mode : Scola: Sheet: Drawing No, 5H - 701 NTS 3 " 5 4040 • • • • • •r • • • • • • • .737 .490 • • •••• • •• •• • • • • • •••• • • • •••• 2.274 • • y- 2.784•••••e ♦ • • • •• 062 • • • ••• • • • •• • r ALUM. 606. 15 .0621 1.707 1.187 r-- ALUM. 6063HS —T54 • •• • • • • - -a • • • • • •• •• • • •••• • • •••• 705 ALUM. Ent; s r 3 —T5 2.330 1.165 1.348 ALUM. 6063 —T5 Robert L. Clerk, P.E. PE 439712 Structural 2.710 1.523 1.023 .050 1.123 I+ O ALUM. 6063 —T5 1.057 11 .678 ® ALUM. 6063 —T5 11: T INDUSTRIES W70 1EC11NOLOGY ORIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 F. `4 Hk • 673/03. Dote: 03/26/03 Rsred F. . Omar gy: 0.8. 818/98 O ota 2/ Description: Bile: 1.403 } ® ALUM. 6063HS —T54 Defe: 10/11/01 EXTRUSIONS Ser(es/Mo4eh 5H -701 .062 .193 .683 r ---I 1.097 �-- ALUM. 6063 —T5 Revisions: D —NO CHG THIS SHT Revisions: C AOO 130,33 CHG 14,5 Ravish... TB, TABLE, EXTR. Scole: NTS Revisions: $heel: 4 of 5 .050 2.029 PRODUCT REVISEO a a•oslra MEW. NyOS f2514.0I 341O4j S ALUMINUM SINGLE HUNG WINDOW Oro+in9 No 4040 D 2.325 .655 T j 1 1.969 .062 --I 1.350 1--- © ALUM. 6063 —T5 REFS!': - NCE TEST REPORTS: f 1 1 889 & FTL -3739 ALUM. 6063 —T5 2.784 .062 ALUM. 606 .413 .062 • • • • • • • • • 1 r "OD •••V • • • •• • • • • •••• • ••••._ • •••• • •• •• • • • • • •••• • 0. p•• 4 • • TYP. HEAD TYP. SILL •• • • • • • • • • • • •• •• • • e• • ••••• •1. 1 1 0 • • 1, 4" 1 41 — 'CON 2 x WOOD BUCK 1/4" TAPCON I j12 PANHE4D ,1141 1.500 REFERENCE TEST REPORTS: III 1889 & FTL -3739 TYP. HEAD TYP. SILL 112 PANHEAD .250 MAX. 1/4 TAPCON 2 0 Robed L QHtl4 P.E. PE 939712 Sbuclural • • 1.250 TYP, JAMB 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 x WOOD BUCK rRODOCT REY18=D gi1 at tereA ws12k4"1."11*15244 ANCHORAGE MAX. TYP. JAMB ALUMINUM SINGLE HUNG WINDOW Series /Modal• Scat.: Sheet: ()rowing No, SH -701 NTS 5 ar 5 4040 2 x WOOD BUCK • M IAM DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries_ .. 107 Technology Drive Nokomis, FL 34275 SCOPE: • •• • • • ••• •• •• • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • ••• • ••• • ••i • • • • • • • • • • • . . • • • • • • • MI : M3'DA COVV.FLJRID,S METRe -DACE FLAGLER BUILDING • 140 WEST FLAGLER STREET, SUITE 1603 M 4I Ff 3434130-1.541 • • (305) 3745 - 290 to • i'4i ('�O5 3 •n ' • 4 11 8 • • • • • • . • • • • • ••• • 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 AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A1 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 PW -701" Aluminum_P-ieture_Window -L _ 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:•IRRGE MISSILE WINDOWS • •••• •a • • • • • • • �.�LAZING,AliTIONS: • • • • • • •A. 7/16 Il(IATED•GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/1E" HEAT STRENGTHENED • GLASSiWITH AN .b9M iIdERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7 /16 " „VONATED QI COMPRISED OF (2) LITES OF 3/16” HEAT STRENGTHENED GLASS GLASS WITH AN .090 • • INT €R1A OF ,li,F Qr T BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • • : ° C. 1 1/16" LAMI I.G. GL• M COMPRISED OF (1) LITE OF 3/16" HEM STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" • • • • LANINA%) GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT • • STRL'10GtHENED C &CATS AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • L•6 . • • :D. 1 1 /16"•LAMI I.G. GOMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" • •••• L MIINA EQ GLASSy9F'iICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER • OF T BUT: Cl?E• QR SAFLEX KEEPSAFE MAXIMUM PVB. • • • Z. DESIGN A'S'SURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET6, 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. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 1 Ravedey I Date. Ry Rer,4 ay F.X. M1aw. 9y F. K. Clak 0* 72/15/03 Dafe 7/14/03 Ro",tr., R,wuba, A chweasd Br REDUCE ANCHOR SPACING n". 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" 0.C. JAMBS: L MAX. 8 1/2" 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. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RON OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 112" FROM CORNERS MAX. 11" O.C. JAMBS: ''MAX. 8 1i2" 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 JOIN' SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 7070 TECHNOLOGY DRIVE NOKORIIS. FL 34275 P.0.1309 1529 NOKOMS. FL 34274 PST Visibly Better • NOTES & TABLE OF CONTENTS rr ALUMINUM PICTURE WINDOW, IMPACT sno" SYY PW -701 NTS 1 10 So" (m..y 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 & 10 4259 -4 I7 Robert 1. Clark. P E PE 939712 &Tudorstil, • • • • • • • •••• .•.• 3 /16.ANNEAi.ED.aR HEAT•.. • ••STRENGTH GLASS) •.•• • R...4 BY Dab • • • • •• • • • • • • •••• • •• •• • • • • • • •• • • • • • . • • . • . . Rev.o.e 5..". . A Ch.Nwf Br Day • •• • • • • • • • • • • • • • • • r • • • • • • • • 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERIAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) NO CHANGE THIS SHEET R • 11/16" NOM GLASS BITE ,070 1E" ht01.00r DRIVE NORJMIS. FL 31275 P.O 90% 1529 NOKOMIS, FL 34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE OR PST 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 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT PW -701 I aces NTS I 2 d 10 4259 -4 OR 22 11/16" NOM GLASS BITE A Appnrs■ . q4 s Ibe pD02 Robert L. Clerk. P.E. !3971' Mr. 7/14/03 • ssibly Bette • Slrutlur. • • ae.w ay ...• • • •.S. • 0•• • • • • • 1 gOat011 .••,.. 2:1144 *SIZE = 66wSETWEEN' FLAS OR MAX. 4 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" 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 NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. a..,e ey. W•w y F.K. sr F.K. ow tee 0.. 1 2/15V3 0.r. 7/14/03 • A Cn.d d e 0.. r. .• • • • • • • •0S NO CHANGE THIS SHEET FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P ST Visibly Better • ree ELLIPTICAL MAX. SIZE = 96" X 47" f MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. QUARTER CIRCLE OR MAX. AREA = 31.99 SQT 44 1/4" MAX. DLO FLANGED ELEVATIONS TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ALUMINUM PICTURE WINDOW, IMPACT 9•tiv"bd & ftMr o...." Pvv I NTS I 3 a 10 4259 -4 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Robert L. Clark. P E PE 03971" Mo/duo. a.• NORM Mimi DM* Proltitt • NOTE: ...se Br fare ...e flare Ae.W By n "e F.K. 12/15103 • (}wrr By n." F.K 7/14/03 A • • • • • • • • • • • • .• . • FiEXA ••• • :MAW. SIZE = 66 FLATS OR MAX. pia.= 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. lotto Aewt e A CM.. By NO CHANGE THIS SHEE T Me FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & 8. EYEBROW • MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1519 NOKOMIS. FL 34174 OCTAGON MAX. SIZE =60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. PG Vislbiy Better • ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS re. 45 1/4" MAX: DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ALUMINUM PICTURE WINDOW, IMPACT PW70t NTS 9* --5 4 - 10 4259 -4 ARC . MAX. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. Appsral WOO. • ilr OlatIolctrel bee turd Br a 41.- i/H_- tune:, Robert L. Clark, P.E PE 139717 st COMPARATIYg ANALYSIS TABLE 1. • ••;••• A. 3 /16'.LAMINATED GLASS 1 ••••• •••• B. /41 LAMINATED GLASS EASS rY :. C. 4 1/16! LAMI I.G., 3/16HS, • • D. i•MtB* LAMI I.G., 3/16HS, • • • • •• •. • • $ 00 34.000 (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 39.500 45.000 46.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 1flWDOW ;• • 49000 §3&D AREA SQ T. 154.500 48e • • • � x QJ AREA . 10.786 60.000 A &C B &D 1 AREA SQ.FT. 11.875 65.500 A &C 80.0 B &D 80.0 -80.0 -80.0 AREA SQ.FT. 12.964 71.000 A &C B &D AREA SQ.FT. 14.052 76.500 A &C I B &D AREA SQ.FT. 15.141 82.000 87.500 0...d By Ira... Pe F. K. 1n .. By AREA SQ.FT. 96.000 Re." Dace Or. Ore 12 /15/19 A &C 80 • • -80.0 8Q• • • -80.0 •.9.6$8 89.0 • -80.0 8 : -80.0 80.0 l -80.0 80.0 l -80.0 A &C 80.0 B &D 80.0 80.0 I -80.0 80.0 -80.0 80.0 1 -80.0 80.0 f -80.0 80.0 -80.0 80.0 -80.0 16.229 -80.0 -80.0 AREA SQ.FT. 17.318 93.000 A &C B &D 80.0 80.0 AREA SQ.FT. 18.406 A &C B &D Re.isbu A Ci..e..e Br Orr' 80.0 80.0 74.1 80.0 19.361 -74.1 -80.0 -80.0 -80.0 -80.0 -80.0 AREA SQ.FT 19.000 80.0 I -80.0 80.0 I -80.0 11.569 80.0 -80.0 80.0 -80.0 12.868 80.0 l -80.0 80.0 -80.0 14.167 80.0 1 -80.0 80.0 l -80.0 15.465 79.4 I -79.4 80.0 I -80.0 16.764 76.8 1 -76.8 80.0 I -80.0 68.5 80.0 -68.5 1 63.5 -80.0 80.0 -63.5 -80.0 18.063 70.7 I -70.7 80.0 -80.0 20.660 69.1 80.0 -69.1 -80.0 21.958 68.8 80.0 -68.8 -80.0 22.667 CHANGE NOTE 1 ANCHORING WITH •12 SCREWS 80.0 1 -80.0 80.0 l -80.0 80.0 -80.0 80.0 13.441 -80.0 14.950 74.0 1 -74 0 80.0 -80 0 16.458 17.967 63.7 l -63.7 80.0 -80.0 19.476 56.5 I -56.5 80.0 J -80.0 22.493 80.0 I -80.0 80.0 I -80.0 15.313 80.0 -80.0 76.7 -76.7 17.031 69.9 1 -69.9 80.0 L -80.0 18.750 20.469 57.9 I -57.9 80.0 -80.0 22.188 59.7 I -59.7 52.8 I -52.8 80.0 . -80.0 80.0 -80.0 20.984 23.906 48.3 25.625 -48.3 53.6 1 -53.6 80.0 -80.0 43.6 I -43.6 80.0 -80.0 24.002 27.344 51.4 80.0 -51.4 -80.0 1070 IECRNOLOGY DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 42.5 80.0 -42.5 -80.0 25.510 29.063 50.4 1 -50.4 80.0 1 -80.0 41.6 80.0 -41.6 -80.0 26.333 30.000 21.151 21.833 80.0 -80.0 80.0 -80.0 80.0 l -80.0 80.0 I -80.0 15.823 16.333 74.0 -75.2 74.0 I -74.0 80.0 L -80.0 80.0 I -80.0 17.599 18.167 67.2 1 -68.6 67.2 l -67.2 80.0 -80.0 80.0 l -80.0 19.375 20.000 61.3 -62.3 a 61.3 -61.3 80.0 -80.0 80.0 -80.0 56.1 - 57.1 56.1 I -56.1 80.0 1 -80.0 80.0 L -80.0 22.927 23.66T 51.9 -52.1 51.9 l -51.9 80.0 I -80.0 80.0 I -80.0 24.703 25.500 47.6 1 -48.0 47.6 80.0 -80.0 80.0 -80.0 80.0 26.479 27.333 -47.6 -80.0 43.4 l -43.2 43.4 I -43.4 80.0 l -80.0 80.0 -80.0 28.255 29.167 40.7 -41.0 40.7 80.0 -80.0 79.4 -40.7 -79.4 30.031 31.000 39.4 80.0 -40.1 39.4 -80.0 76.6 -39.4 -76.6 31.000 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114" TAPCONS. DESIGN PRESSURES ARE L MITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 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 RFCTAN..GIII AR SIZE IN TARI E 0.. . • . • • - . - . • u • • • • 11 " • pp Tx FLANGED UNIT DESIGN PRESSURES fob ALUMINUM PICTURE WINDOW, IMPACT o.,.�w PW701 NTS I 5 -, 17 I 4259 -4 IA Ayr Mid DOS 67. Robert 1. Clark. P E PE 03971 0..• 7/74/03 • Visibly Bette • St COMPARATIVE ANALYSIS TABLE 2. •,;,,• A. 7I16:lAMINATED GLASS (3/16 "A, .090, 3/16HS) FTL -3835 •••• B. /1 G 3/16HS, 7/16 , SPACE, 7% 6 (3/16A, .090, 3/16 HS) FTL -3850 GLASS jYPE'. , • D. 1:4111�i•LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/161-15 3/16 " HS) FTL - 3850 12k4i.4IDOW 1.,••, .•. WINDOW HEIGHT • VQIUTH ' • ' • 21: 5 60 34.000 39.500 45.000 46.500 48.000 49.Q00 • -A &C• 80.Q , • -80.0 Y3M13 8OQ.., -80.0 AREA Safi: ®,` •¢,�� • A&Q• 8Q.0 ,. -80.0 114.500 • 13.8iQ Bag' : -80.0 • - - • AREA S 10.786 60.000 65.500 B &D 80.0 -80.0 71.000 A &C 80.0 B &D 80.0 R..,4 Or • AREA SQ.FT. AREA SQ.FT. 12.964 AREA SQ.FT. 14.052 76.500 AREA SQ.FT. 15.141 82.000 AREA SQ.FT. 16.229 87.500 AREA SQ.FT. 17.318 93.000 96.000 0.. F.K. 12/15/03 Down By o.r F,K 7/14/03 A &C 80.0 A &C 80.0 -80.0 B &D 80.0 -80.0 A &C 80.0 B &D 80.0 A &C • 80.0 B &D 80.0 A &C 80.0 B &D 80.0 AREA SQ.FT. ' 18.406 A &C 80.0 B &D 80.0 AREA SQ.FT. 19.000 R..nan A CMMed By am. 11.875 -80.0 -80.0 -80.0 - 80.0 -80.0 - 80.0 -80.0 -80.0 -80.0 -80.0 - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 80.0 -80.0 75.3 I -75.3 80.0 I -80.0 16.764 72.6 -72.6 80.0 69.4 80.0 66.4 80.0 65.0 80.0 63.9 80.0 11.569 12.868 14.167 15.465 18.063 19.361 20.660 21.958 22.667 CHANGE NOTE 1 ANCHORING WITH #12 SCREWS -80.0 -80.0 -80.0 -80.0 - 80.0 -80.0 - 78.9 -80.0 -69.4 -80.0 -66.4 -80.0 -65.0 -80.0 80.0 80.0 78.9 1 -78.9 80.0 1 -80.0 72.2 80.0 65.5 80.0 -80.0 61.1 80.0 19.476 57.1 80.0 53.8 80.0 51.0 80.0 48.9 80.0 13.441 14.950 16.458 17.967 20.984 -80.0 22.493 24.002 -80.0 25.510 -80.0 -72.2 -80.0 -65.5 -61.1 -80.0 -57.1 -80.0 -53.B -51.0 -80.0 -48.9 -80.0 -63.9 48.0 I -48.0 -80.0 80.0 -80.0 26.333 1070 TECHNOLOGY ORMVE NOKO{/IS, FL 34271 P.O. BOX 1529 NOKOM15, Ft 34274 80.0 80.0 74.3 1 -74.3 80.0 1 -80.0 67.8 80.0 -80.0 18.750 61.7 I -61.7 80.0 -80.0 • 56.4 80.0 22.188 51.5 1 -51.5 80.0 47.2 80.0 1 -80.0 25.625 42.6 80.0 41.2 80.0 15.313 17.031 20.469 23.906 27.344 29.063 30.000 • -80.0 -80.0 -67.8 -56.4 -80.0 -80.0 -47.2 -42.6 -80.0 -41.2 -80.0 40.2 I -40.2 80.0 I -80.0 Visibly Better 79.4 80.0 71.9 80.0 65.0 80.0 54.6 80.0 46.6 40.4 15.823 17.599 19.375 21. 79.7 30.031 31.000 -80.0 79.4 -80.0 80.0 -73.1 71.9 1 -71.9 -80.0 80.0 1 -80.0 -66.4 65.0 -80.0 80.0 59.6 1 '-60 -7 59.6 i -59.6 80.0 1 -80.0 80.0 1 -80.0 51 - 55.5 54.6 -80.0 80.0 - 46.9 46.6 -40.2 40.4 -79.7 76.0 16.333 18.167 20.000 21.833 31.000 -79.4 32.000 -80.0 -65.0 -80.0 -54.6 -80.0 22.927 23.667 51.0 I -51.3 51.0 -51.0 80.0 -80.0 80.0 -80.0 24.703 25.500 -46.6 80.0 ( -80.0 80.0 1 -80.0 26.479 - 27.333 43.1 -42.7 43.1 1 -43.1 80.0 -80.0 80.0 -80.0 28.255 29.167 -40.4 -76.0 39.0 r -38.9 39.0 I -39.0 76.9 1 -76.9 73.1 -73.1 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1 /4 "TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH 412 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 i, OR TO THE PRESSURE FOR THE SMALLEST RECTANGJLAR SIZE IN TABLE 2, WHICH - HEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. R..wer 0.e. R . -.d.. ,,...� F . T INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PW7o1 NTS 6 0. 10 4259 A,9....l is «si.400.. i. name Daft NOM Robert L. Clark, P E. PE 93971' St"K:tur i • • • ••• •• • • 1 • • • • 0 0s. /27/5533 7/14/03 • • • • •••• • •• • • • ••• • •••• • • • • ..• • : a.a.dvr 0w •_ • • • • • • • •• •• •••• • • • •• • • 10 11 SCREWED CORNER ASS'Y (FLANGE FRAME) A NO CHANGE THIS SHEET MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTi7N (FLANGE FRAME) ED 0 O I ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 0070 TECHNOLOGY DRIVE NOKOMIS. FL 34175 P.O 50X 1529 NOKOMlS. FL 34274 ALONG ENTIRE JOINT PST Visibly Better • MAX. WINDOW HEIGHT 0 0 0 MAX. DAYLIGHT OPENING Pw -7o+ I NTS I 7 d 10 4259 INSIDE VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT 13 4 • 4 •• •• • Rooth Op hand Elo hone e, F .K. a"...ar F K Date Den Ow. 12/15/03 0.a 7/14/03 • • • ••• • ••• • • • • • • • • ••• • ••• • • ••• SCREWED C (INTEGRAL WELD Rotelom , A One • 43 • • • • • • • • i) ALONG ENTIRE JOINT 0 ORNER ASS'Y FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) �:. 10r 0 1, 11111 ED CORNER ASS'Y (INTEGRAL FIN FRAME) NO CHANGE TH1S SHE ALONG ENTIRE JOINT 1070 TECHNOLOGY #FIVE Narcos1IS. FL 34275 P.O. 80X 1529 NOKOM13. FL 34274 1 ALONG ENTIRE JOINT PGT Visibly Better MAX. WINDOW HEIGHT 0 0 0 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN 2.784" Pon - - 171 ALUMINUM PICTURE WINDOW, IMPACT PW701 1 NTS Shoot o4.ww 8 > 10 4259 -4 INSIDE rt L. Clark. P.E. PE #:9712 3trucwal • 1 ITEM • 2 • 1 • ••p•• • • :•'12•i ••J3•• • • 44 15 17 18 20 21' 22 Nand Br Y nand By FK. Orwm F. K. .050" — Dam O.. DWJ3 NO. 0.b 12/15/02. 7/14/03 4.7 1188•• • •• •• • • 42 • 42" . • 1224 4124 •• • e ••• • • •••• 4262 •••• I--- .970" --{ • Anaanem A By PART # 6/5§•• 7811'(1X •• • • • •• • • • • • 0.b • ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 64253 FLANGED FRAME HEAD, SILL & JAMB NO CI WNGE 1N /S SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 64255 7/16 LAMI GLASS BEAD 64,54 •. 1 1/16 LAMI I.G. GLASS BEAD 6T1 • INYL BULB WEATHERSTRIP (THICK) NSTALLAT1ON FASTENER COVER (pOW 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 I.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 64262 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 10 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 975" 346" —1 F---- .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD .050" ---- 1.875" .062' 2.784" �t--- .062" .077" ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063 -T5 DWG NO. 4256A 2.784" ITEM 2, FLANGED FRAME MAT L: 6063 -T5 MAT'L: 6063 -T5 DWG NO. 4254 DWG NO. 4253 10701EC-1NDLOGY ORNE NOKOMIS. FL 342!5 P.O. BOX 1529 NOKOMIS. FL 342:4 PST Visibly Better • EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT sa...H- .. I sub 4+.d Pw - 701 NTS ` 9 > 10 1 4259 -4 2.500" [UM. + Ode i •� l /../ Robert L Clark. P E PE $3e71' • • • • • • • • • • • • 4 • • .130" DIA. MIN. x 2 gz;IdAU_, AT CORNERS ANDff V . ••■• OW Dw Ome 72/15503 Dare 7/14/03 • • • • •••• • •••• • CONCRETE - R A Clocked RI m • •• • • • • • R.. Ry R..aa er F lsw" 9r F.K WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. f SHIM CHANGE NOTE AND FASTENER SPACING I 1 114" MAX. I SHIM I .t 1 1/4" MIN. EMBEDMENT 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 8 1/2' MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A l � VANN 1 • =l in I8I ®= 2x WOOD BUCK (SEE NOTE 2) T INTEGRAL FIN DETAIL B #12 SCREW, 8 1 /2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. r SHIM 1 1/4" MIN. •••• _ EMBEDMENT: I t 1070 TECHNOLOGY DRIVE NGICOV1S, FL 34275 P.O. SOX 1529 NOKOLIS FL 34274 Visibly Better • PS PW-701 SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, S 1/2" MAX. FROM CORNERS & 11" MAX. O.C. 0 (SEE NOTE 1) 1/4" MAX. r SHIM 1 1x WOOD BUCK (SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 2) 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI - DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT sr r ` swC Dm., NTS 10 d 10 I 4259 -4 FLANGED DETAIL C #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. r SHIM T p a44k}tnY t!• OZ 4 Robert L. Clark. P.E PE 039712 Structural. • • MI CAC BUILDING CODE COMPLIANCE OFFICE (OCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT industries TO7-0T cchnolog Drive :`lokorrt FL 2 • ic.; . • .. .. • . • •• •• • • • • • • • • • • • • • • • ••• • • • • • .‘1,∎N!1 -V CCStlli2T'i4 FLORIDA • • 1ETRO -DADE FLAGLER Itlilt.DlNG 140 WEST FLAGLER STREET,ysllrTF 1 y0.3 •• • • • 041,1'M 1. 1 111TA 3.11 ,10156' :D. t� 0 �) 31,.2 u t ;14 (36.411 375 -3No: • • • • •• • • • • • • • • •• • • • • • • • • • •• • • • •• NOA No 02-0-119.1.3 Expiration Dote: February 25, 2006 Approval Date: May 2.3, 2002 Pa ge l ••• • • • • • • • • • • • • • • • • •• • • • • • ••• • • 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 (13ORA) to be uscd in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH1). 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 AH1 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 codc. 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: Sc rics "SH -701" Aluminum_Sin le Hung Window Impact and Non - Impact PPROVAL DOCUMENT: Drawing No. 4032, titled "Aluminum Single Hung Window ", sheets 1 through 8, prepared, signed and scaled by Robert L. Clark, P.E., dated 4/17/02, bearing the Miami-Dade County Product Control Revision stamp with tic Notice of Acceptance numbcr and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact and Non - impact LABELING: Each unit shall bear a pemmnent 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 bcen no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after tine expiration date or if there has bcen 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. lf 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 oldie Building 01'(icial. This NOA revises NOA if Ot- 0109.01and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez •• ■••••••• •••• • • • • • • •-••-••• 4.1 );.• • • t• • • • • • 1 •'S • •• • • • • •• •••• • • • • • • 4x* •• • • • • • • • • •••••• • • • • ••• • • • •••• • • • • • • • • • • • 4,41 • • • • • • • • • • •• • • •••• oo•0 00 0 • 000 • • • S' 0 E'LLVA1 ION NON—IMPACT WINI)OW: 1.) GrAzING: 1/4 11lail 7 ,) corvn(A/RA PONS 0 V ) vrsEGN rREsst.int SI 1 rt:MPARA .4N41 .4NcHOR5. SI 1 t(MPARA rtyr AIVA(ISIS n.) slit' RrouiRrAIENI. sintruRs ARE Rtoonto Al Al L INSTALLATIONS (7 REITRENCE 1(51 RI li iR1 177 513 I '1I 5 ON 7 ON SHEET 8 SHEET 8 ITEM 2 3 4 5 6 FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIxE0 MEETING RAIL SASH roP RAIL SASH BOTTOM RAIL 7 SASH SIDE RAIL 8 GLAZING BEAD 20 SCREEN 21 BALANCE COVER DESCRIPTION 22 BALANCE 23 WEATHERSTRIP - PILE\TINSEAL 24 SASH FACE GUIDE 25 J6 x .500 PH11.. FLT. HO. 26 SASH STOP 27 #8 x 1.000 PH1L. P.N. SMS 28 SILICON 29 WEATHERSTRIP - VINYL DUET \ SASH • 7070 TECHNOLOCr m/vE /mows. ft 3 P.O. 60X 1529 NO1(0195, rt. ,34274 Perild Fl( Alt.td FM Om on (T. R.S. V. T. 612225 612226 612227 612228 612229 612230 61223 612234 6TP2471( 9 WEATHERSTRIP VINYL BULB 10 3/16' ANNEALED GLASS 77 3116" ANN. GLASS W/DUFONT 457 Him 12 1/4" TEMPERED GLASS 7.3 16 x .750 PHIL. PN. HO. 14 SWEEP LATCH 15 #8 x .625 PHIL FLT. HD. 16 WINDLOAO ADAPTER 17 #8 x .375 PHIL. P.N. TEK 78X38PPT (8 WEATHERSTRIP - VINYL BULB \ SASH 6TP249K 19 SASH TOP GUIDE NON—IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQ(JIRE() AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: :IL 1536 t/ 6/02 arelv 1/4/0 1704.: V27/96 ALUMAX EXTRUSIONS Ar- i 2226 - IT- 1 2225 ALUMAX EXTRUSIONS 7722222287 ALUMAX EXTRUSIONS 41 ALUMAX EXTRUSIONS A ; - ALUMAX EXTRUSIONS AU I ''.29 ALUMAX EXTRUSIONS Ar -72230 ALUMAX EX RUSIONS AI -, 7 7 ;.. ;11 ALUMAX E XI RUSIONS N - row PLASTICS 1P-247 PPG. LOF LAM. or ROMAG. VEIN:OM PPG. LOF VENDOR 7658PFAA AQUA FASTENERS MINIATURE 01E CASTING PGI.21 )x 7 MERCHANTS FASI ENLR CORP 672236 ALUMAX EXTRUSIONS AF I 7236 MERCHANTS EASTI CORP. TEAM PLASTICS Tr- 2 MASTER TOOL 7-M70-344 VINYL TECH.\PGT WYBORG 51AvE CALDWELL MANUFACTURING /Pc 61062W SCHLEGEL CORP. 7 57826-187 70251 MASTER TOOL 7-M10-251 76X7 2FPAW SCHERER INOUS 1. PROOUC IS 612244 ALUMAX EXTRUSIONS .41 -72244 78X I PPA MERCHANTS (A51E14ER CORP. 62099 00W cORN(NG 899 61P248K TEAM PLASUCS 11'-244 ADO SENTRY MASS C.A ELEVATION, NON—IMPACT PIttillIn Itt.VINCIO *4 teraptztn, .40s A. Dolaieg Cwde Av‘gt,...ct "4i !3 iI $ t ALUMINUM SINGLE HUNG WINDOW filee.t: kW.: S.W. De e..p SH-707 NTS 1 8 40.32 VENDOR j • • •• • • • • •• • •••• • • • - pii�: -- : 00.0 0 • 0 • •••• • •••••• • 0000• • • • •• •• • •• •• • • •••••• • • • •••••• • • 53 rz5 ••••• •••• A/A Y. 0.000• • ••• • ••••• • • • • •••••• • • • •100. 71.00(1 At4t • •• • • • ••• • •••• s • •••• •••••i • •• • • • • • L LL VATION DESIGN FRESSURE RATING FOR GLASS TYPE 8 - 3/1$" N.S. W1 SE1'1TRY GLASS NEG POS ALL SIZES TO 53.125 WIDE x 78.031 H1GI1 -80.0 60.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3116 "A W/ SENTTY GLASS WINDOW WIDTH 37.000 40.000 44.000 48.000 53.125 38.375 NEG -60.0 -60.0 -60.9 -60.0 -60.0 POs 60.0 80.0 60.0 60.0 60.0 WINDOW HEIGHT 50.625 NEG 1 POS -60.0 60.0 .60,0 1 50.0 -60.0 I 60.0 -80.0 1 60.0 -58.2 1 58.2 63.000 NEG -6).0 -69.0 -53.2 -53.0 -47.2 POS 6D!) 60!) 58.2 530 47,2 76.000 NEG POS -60.0 60 0 -56.7 56.7 -51.7 51.7 -47 3 47.3 -42.6 42.6 1 Robert 1. P•f• PE 1P7 2 :tp.l'4tol LARGE MISSILE IMPACT WINDOWS F.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY CLASS B. 3/16" HEAT STRENGTHENED R/ DUPONT 452 SE/1TRF CLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING PAIL AREA) 5.) SHUTTER REOUIREMENT: NO SHUTTERS REOUIREO 6.) REFERENCE TEST REPORT: FTL 15J1 P.O. BOX 1329 NO11 it 3.774 Nerve 97. Dare: FX 4/16 N...e �7 Dote FK 1/ 0tern t1r Oe;, 4/01 R.S. 1/27/96 N ets:one. ADD SE1TRY CLASS CA Ne..,.an1 ELEVATION, IMPACT NMI/LOCI ncv15E11 c.mpjtn} +ee 14c tlorbte n.uaeg .ttcT1>.ce no 01 141' .11 emoroion tw 1 1. Ant I i lute: 1070 1E[lt710L0G7 NOKOMIS. n 3427 ALUMINUM. SINGLE HUNG WINDO n,,/DOerF. Scol.: S.cr n+e..�ne .t. 514- 701 N 15 °f 8 403 ?. W 1 (3 • '.000 tA) • • • • r • • • • • R O) • I' )'1 SOP IL•1111(; • OPEN J(4t • • • • A1.1. C • • •• • • • •••• • • •••• • El '1'4 • •• `s*: l Ot opt NrNG • •• •• 'S• • • i•• • •••• • • •• C1 • • • •. • :'L 1I0N ROU;M OPENNG 34.500 DAYUCNT OPEvnvG MAX. ___ ••••'eaaaaaa e._ 2.710 19 48.250 DAYLIGHT OPENING MAX. 49.561 DAYLIGHT OPEARNC MAX - - 0" 53.125 MAX IORIZONTAL SECTION AUD G= PTIONS ROUGH OPENING pH N A D LAS.S jab HAT SGTNEO OR _am= N ' AT T TN N f 1 M— 4 NT Rl SIPE µ NOTES: ii <" rE AT UP NT EI • 7 INT RTQ I) CORNER CONSTRUCT/ON: GLAZING OPTIONS FR:I Akic AIE CORNERS AR E SEAL W/ FR, WHITE SEALANT SCHNEE /MOREN 110 2! WEEP S UIT ,IOINT5. FRAME CORNERS AND FIXED M EAO 15504 110LE5 CO fETING RAIL ARE SECURED BtiH (2) 6x1 ` PPH SUS j I (2) I/2 WEEP NOTENES Ar ENOS OF SILL SCREEN RETAINERS. T NDUSTRI d.. : R.S. ate 1 602 1 % 4 /0r Doc 1 27 96 1070 rrowotGCY newt NOKOMS, h 3.273 P.O e7 Y 1529 NOKOM,S, rt. 31274 SH -70I 8 t ituour•1 •rvhttl v temld,lni -M. Ow 11 ferias D.Idfar (.4 Aft.p..nte Ne__1jj e., r E. M 'L thtt +mot n - oil i.l. hrodart+ne 1 SECTIONS & GLAZING OPTIONS 1:Irr, ALUMINUM SINGLE HUNG WINDOW Senea /wader Sta. Sheet. �_.. n 4 032 1 O • • . • • • • • 737 • • • • • • L .490 • • • • • •••• •••• • • •••• • • • - .. • y -•• 2 704 •...4. • • • ••• • • 1 Fi"•161 •••. 11 • • • • ••••ll •••• • ' • 11 • ••• • • ••• ••• • • • • • • • • • • •.._ •L _1l f • .705 • •• • • • . +t t'tt 6Be 5.75 .655 �Il .062 - -.- 2.784 \L \. AUX. 6065 -15 2.325 .067 JL 1-.— 1.350 ® ACUtf. 6065 -45 1.969 2.330 2,210 7.123 1.523 0 A177f. 6065 -75 .062 7.148 Ai!lt/. 6065 -75 ■ INDUSTRIES ran tECIQNOtOGY 0.41VE N0i0W0S. CL 34125 PO. BOX 1529 NOF04415. FC 37274 (.073 .s Dr: Deb 16/02 FK 4/ R...e 8y: Dal. FK 1/4/01 D.e... R.S. 1/27/96 A1.t0u. 6065 -754 R...fwal. A00 SENTRY GLASS C.A 7r.- .r•oal. EXTRUSION PROFILES P•111011'3 O rl'N L 11 7.67 fad •.pb lb. 11arh1. 0a .•Jt A4cq•a.te 8'. Z- 7 rr, fJ E.pLnL.O.q� �Y irtt bye �Y .� 6161 m1 11L1 d,tll.. ac ALUMINUM SINGLE HUNG WINDOW S.4../weest Scm. 0 e NQ R. SH -701 NTS 4 8 40.32 10 • gg L7VEANALY3IS FOR • • C(4166 3;16nilt+F 'h FTL1536 1 I Ngnpers_rtt Ogra2Ltearteddierritt ✓• i`CI_7.n14 � 7 Ny.eneall l Loads hosed nnL om7ol ohvl. p,•..s mo ()toss Table AS7 64300 3 A I P. Cesrq}l 7 fads bra �d a � Corypa• an, e. n.ia1% (, a• vale, Ten Fiesslae 4(67 I t $16, b lO%t:.ew•% 716' l ne"rnt • • • 5 ) (2) Netts 4 arm', 4 - nom tenth suet. nt 'nr miry' Vole pnn,*e• (total of 4 ant'ho17 Ages,. 6" nom each lerns! and ns fnn...., • Mn. opnd*r ;al tpp) n sin - 1.1 • • • • l.(n. spaces a•lomn• • • OOOOOO • • •1Salow Height MTM1L oat, ANA),.. 7 15 tplt (:),71$5 3,6146A, A, •:. ur,01 It9NE(3 OR 1EMPERE0 taw 018 1, 14 09 , PC7TLi 7 parenih6Sts,8Ie_97F01:1Y pP a...1...,. 1 .., .,.r 7) AI, brs.gn l 0405 baae1 nn Cnmra .. '1 tons latee 051M 61300 1 ) Pnl.nrr (:am. 1 oafs Imtrd en rmnr.loat r •'..a , - t m.•t (\rater T est Plesslae 4 1 Nlrn,(1r17 are 0.. or to 7r.M's to 3115 laprz .. 5 ) 171 N hors .7' aoa 4 - ONO each sate ire ,,. I ',l t "t ^ rn,f.ed (Tots( of 4 anchors Mann meeting tat& 00 hnin each tone. and at fntl.h,t Mat spacing 41 head A sun Mat soncoq al moon " 14 510)- )_.1) i (6) - 750001121 .13511 1350 -1350 -11511 77114 • ■7 3 69 1 RULi*'1 1 S7 rtUPOR). f 77 36975117)!• • 50625117) -14 - - -I Prq 0 79 poi 691••• • F °x 693 - 1200 6741 • •. 6 7 51 • ) • +6 -_ 792 .71 3 79.1 637 go -- 1 57 ? •1013 -9; 6 _88 -87 3 13 000 (16] mg pas .6 -51 2 .5: 0 -4i 7 69 3 69 3 69 3 69 3 69 3 84 7 58 2 53.0 47 59 3 69 3 69 3 69 3 69 3 69 3 _ 69 3 63 7 58 2 76 000116) ne9 1 001 •79.7 693 .69 4 69 3 -68 0 .61.5 -60 0 .56 7 -51.7 -47 3 -428 6 0 61.5 60 0 56 7 51 7 47 3 42 6 Window Heigh( 38 37558) 50.825 (8) ner pas ire POs -120(1 693 • -1200 693 - 120.0 693 -1200 69 Wvg70w WMIh 19.125 (4) 24 000 14) 26 500 (8) 32.000 (6) 37 16) 40.000 18) 44.900 1a) 46.000 (8) 53.125 (8) 28 000 (8) ne9 008 -120 69.3 69.3 69.3 69 3 69 3 89 3 89 3 69 3 -1200 -120.0 -1200 -l20.0 -1200 • 120 -1200 -1200 -1200 -120 0 -120.0 -1154 -1076 •101 8 -93.2 69 3 693 69 3 69 3 89 3 993 69 3 -120.0 693 -98 7 69 3 -84 6 69 3 .79 2 69 3 -71 3 69 3 -63 7 53 7 -582 582 893 59 3 69 3 69 3 89 3 69 3 64 7 58 2 530 47 t /4dow tle.gla 50 625 121 1 :6 3 117 4 _ 95 ' _.. 67 0 760 007 69 3 69 3 69 3 69 3 69 3 at .050 meeting foil) 63 000 (16) n9 poi 873 693 •8,3 693 .873 I59 .11.6 I 69 3 .64 1 1 68 1 MAX. 512E 53 175 to 76 On0 Smafes( F a %tenet s .600 •80 0 -800 -60 0 •60 0 FN. •539 MAX. SIZE 53175.76000 5maaesl Faslenns F71.1536 78 000 (18) ne9 7100 500 80 0 800_ 60.0 60 0 COMPARATIVE ANALYSIS FOR GLASS' 3,16 ANNEALED NOTES: 1.1 NUmber3 Ill (138ten(hefes ari_guantlly of anchors per 5de 21 Negative Design Loads based an Comparative Analyses and (Pass Table 050M 67300 3.) Pasittve Design. Loads based of Comparative Analysis and Water Tess Pressure 4,) 1Y1m15et1 ate fee 412 mews 01 174- T0•5716 5.) (1) Anchors 4 - tin each side olmeettng NON required. 1TOt31 al 2 anchors at each meeting 7811 Anchem 6' tom each tome' and as follows' May spacing athead 6 sPo a 14" Mao spacing al(em01 a 14 COMPARATVF ANALYSIS FOR GLASS 116 NEAT STRENGTHENED OR tEt.trEREt7 NOTES: 11 Numbers In (1 oar n are a c M e i• sld 2 ) Negallve Desig' loads based on Comparative Analys +s and Glass Table ASTM S1300 3 ) PosltIVe Deargntoads based 01 Comparative Analysis and Water 1 es1 Presslae 4.1 Numbers are 63 412 screws or 174' lapcons. S.) (1) Andafs 4- an each side a( meeting rail is requhed (total of 2 anchors al each meeting rn't) Anthers 6 from each earner and as folovils: Mao. Spacing at head 5 all = 14' Mao spacing al)ambs = 14' Willow WIdIb 37000 (6) 40 000 (9) 44 000 (81 48 IXro (81 - 31125 (81 26000 ;8) 118. 71071 -1350 -1350 -1350 -1350 _ -1284 38 37518) 71.• •08 69 3 69 3 69 3 69 3 69 3 Window Height 50625 (8) nag PDS -176 3 -112 4 •98 1 -87 0 -78 0 69 3 89 3 89 3 89 3 69 3 •(350 -133 4 -117.9 •105 -93 2 69.3 693 69 3 69 3 69 3 net Dos •87 3 .87 3 -785 -66 1 69 3 69 3 99 3 99 3 68 I 04- 1070 7ECHNOLOCY 066E norms. 71 34273 F..0. 13011 1529 NOFOPOS, It 34774 Rnal 8 f' Dole f7C • 4/i6/a2 Rt..e 9r ew f 1/4/0 r tlre.n 9y Off: R-5. (/77/96 COMPARATIVE ANALYSIS, HON-- iMPACT 3/1 C ALUMINUM SINGLE HUNG WINDOW Sr6e,/.13eer: Seeie: 371.717. SH - 701 NTS 1 5 63 OM (8) ne9 Pas -1033 .92 6 -598 .80 3 •69 4 -64 7 .58 2 .530 .41 7 R.N.Ienf' A00 H.S. & TEMP. CPT 717 MAX SIZ( -. S3 175 s 7! *MO tame ranenel7 O1,ldea 79 i 59 4 _ -660 -61 5 60 0 -56 7 -51 1 47 3 .426 ! t . • .30 79 OM 117) ire pas 6.9 J _- 69 3 NA•X SIZE ! 3 175+ ifs (tenet t aste••e. 61 5 600 50 7 51 7 41 3 426 F11.1536 _12 _229 17 ne9 pis 61)0 _ t•O1) 7100 600 .. .600 • &y 0 -600_ •600 6.00 0111)0077 nr-1•IV£31 n 1amotr)ra.7,6 tag 11..14. 8aldl7X r..tt After... ft Oft off t Emit y... 01 ri- - X.( r ar. D•a•p He 1 4032 7, • • • •• • • • • • •••• • • •••• • • ••• • •• • • • • • • • • • • • • • • . i • •• •• •• •fi•r tt • • • 1 +'000• r 1 fi. • • • �• 1 ^5(1 • ••• rUCK . t • `t j • 2•x 1 V000 4 1, l •••• RUCK • • • • • ! • •••• •g,16�•wcrcOr: .LtP.�!1'AP LYC,_Sitl •••• rn KAO .250 MAX. F T INDUSTRIES 1070 TECHNOLOcr PRrv[ NOKOA115, R J4275 P.O. 00N 1574 NONPLUS. n. 34774 "7 1(' R..l s r: FK R.S. 4/16/02 o. e- 1 /4/01 Dole; ;1/27/46 Re.,s A00 S£NLRr CLASS CA PRODUCT IIr. l 4. l eompllsR .hate. Nod.b mwin0 Cede Aseeoe..e n. dr••we E.rle.tloe floe A Gam l . y..l. en.ml0 111 2 x W000 RUCK ANCHORAGE, 3/16 TAACON OR /10 W000 SCREW ela: ALUMINUM SINGLE HUNG WINDOW Series/Mode: Scare. S.st• (Imp no. r+: sH -701 NTS 6 .r 8 4032 0 • • • • • • • • • . • . •• •, • • • * d• **** Of • . * • • • • • 000 ra • r. tVor; ****** • • IUCK • • •Tari•• • • • • • • • • • • • • .11.r—HCAD Dra.-5111, a • • • • • • • • • • • 111 • • • 1 - • • • • • x 're • • • • ; • • °' ; 74 ** * r. • • UUCK •••• • • ••1• * toes • • • ;'50 040:• • • • • • 0 14 ' rArt:( /b. • • • •••• • • rYP. 1 frp rANNEA0 n - p Sfj,j. 1 —.250 MAY. I I 1.250 2 x W000 BUCK JAM0 • I or W000 .250 BUCK MAX. 1070 TECHNOLOGY DANE NCENCITTIS. fl. 3 P.O. BOX 1529 ocuroms. 71 .1427 Ravi*. fir FK *towed FK eaaaa s R•S. swawuaao. 5H— 701 0.'.: 4/16/02 tto 1/4/0 Den 1/27/45 llevisionr A00 SEWRY GIA55 CA d...iskoes • NTS EYP. JAMB Sheet. 7 of 8 rIll/Irlit.i ItEVINTO camplitoi MO. Or< float% BMX.' tod Acorrootre tool, no,. Dote r IZ " %sot e onif Aititof ANCHORAGE, 1/4 IAPCON 01? 112 WOOD SCREW 011.: ALUMINUM SINGLE HUNG WINDOW 4032 • ndow Ngi(4 • • • • • • • • • •• • • • •••• • •••• • • •••• • •• •• • • • • • 01T % t • - GAS LT' 0 r 17317 1 ) Nribers io (4Pmgrtl`,e7 . ryAKIt ltd ,ncilft?ver side _ 21 N898119470asgn loads b:sseif on Comna Glass 1 31 I',$ ve Ots7Qn t ends based on C nava, at,. r A„ft11 and Water T 1 N 4 70 1.r.10,‘ 11441.6' 1 ant- n.s • • • • • r -�) (7l � ,rnrv, 4' apart 4• Rrr •4:nrh tie N n.rr•.n7 ■,•ar •rouir ed An1•47 Ann, earJiemr� r Ad 7110414 41 • • • Max SPap�t•I4' 30 d .411 - ,.1 0 • •••••• Mrs. - t4' •50414•0 11•• •Rs 26 aa0 (121 - ..•- ne• MIS 71 r• 70 0 7 - t ‘5 \ J0 - 700 ( 7) 71117 7 0 70(1 Hi o 10.175 , ;1 neg ro7 •1laTU W0 .'430 *00 . - .1nOp 100 1930 7(7 (7 •,90 71, , i)t 71rp :700 : S7 4 W11 .• jn7 !till • •• • • • • • • • • • • • •••••• •• •• • • ••••• It S) REi'ORI 171 1', t 9 abte ASTM E 1300 est Presstne (Twat of 4 anchors 4 inch meeting rain pas 700 • 700 700 7730 • 700 700 • 70 0 700 700 -1310 -17.19 •99 1 61000 (161 neq pas 15r 7348 700 000 iv4 700 1310_ 700_ 1310 70.0 1110 700 700_ 700 700 MAX SIZE 53 125 s 7810 Smatlesl Fasteners FTL -1533 76 0130 t1e 70.0 70.0 700 70.0 70 0 70.0 70 0 700 + 1195 •104 7 .99 -92 3 .90 1 -900 •90 0 -90 0 -90 0 004 700 rt4,01rw He.ght 50 625 (1I) ne •1900 790 0 7oa., 790 0 1894 760 6 .147 1 130 5 .1139 COMPARATIVE ANALYSIS FOR. GLASS 114 TEMPERED NOTES: 1.1 Numbers in 1 i 537ereheses are 09en61v 07 WOWS Der Ate, 2) Negative Pest.' Loads based en Comparative Anal.Sis and Glass Table ASTM 61300 3.) Positive 13es)gntoads based al Comparatwe Ana/yids and Water Test Pressure. 4 ) Numbers are to 712 screws or 114' Tapcans, 5 ) (I) Anchors 4 - sn each sore 01 meeting rail is regt4red. (973767 01 2 anchors at each meelin9 741) Anchors 6 from each carnal and as follows: Ans. spacing athead 8 391= 14- was. sparing atlambs = 14" Window Width 19.125 (4) 38 375 . ne9 -190 0 $ 700 34.000 (4} 20 500 161 32.000 (9) 37 000 (6) 40000 18) 44 000 (8) 48.000 (8) 53 125 (6) 20.000 8) leg -1030 70.0 Pot -1900 -190 •190 -1900 -1900 -190.0 •190 •190.0 -1900 •1900 -1900 -1900 -190 0 -1768 -1584 -139.7 Window Height 700 700 10 0 70 0 700 700 700 70 0 700 70.0 700 70.0 70.0 700 700 700 50 025 (t) net -180.0 709 70 0 • 190.0 -1900 •1900 •1894 -168 6 - 147 7 -1305 -1139 700 700 700 700 700 70.0 700 70 0 63 00(• (el ley p09 •1549 700 -1386 •734 4 .131 0 • 131 -1310 •137 0 -7,4.9 •99 1 700 700 700 700 700 70 0 700 700 760017 1, -1195 •704 .99 .92 3 .90 1 .900 -900 -900 -900 „i Of 11 INDUSTRIES 1070 rEctsw7LOGY OAVE N0r.0189. R 34775 F.O. BOX 7529 w0701n5. 71. 3423 6ersd a FK e4.td Ar FK bow 4/16/02 (/4/ 6ewI.MS: UP00E COMP. ANA( -15..}•444 or9en e Geri: R.S. 1/27/96 COMPARATIVE ANALYSIS, MAX SIZE 73 125. 79 000 terger Fnslenrrs f 81.7533 pas 700 . 700 700 700 _ 700 700 - 700 70 0 70 0 rit001S; T 11EViSEb 9, 50,177)797 wht 774 Flee144 Uo6a,nCo4s d • . Antpl;nte No j - • E..ln.i o Dolt ••y sr f.st 01.15144 i NON- IMPACT 1/41 ern: ALUMINUM SINGLE HONG WINDOW 544177/114441: Seste; Sheer: Ow.m w4. a.., 7 SN -70) NTS 1 8 a 8 4 40 3 <" 0 • • MIA Ml•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 net 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: 1"x Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion ", sheets 1 through 6 of 6, dated 04/28/00, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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- 0701.09 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 Manuel Perez, P.E. 04- 0528.05.max WS- ••• ......•• • • ...... • • • ....... ...... ........ MIAMI -DADE COUNTY, FLORIDA • NIETIM-DAIlg wildtER Baltioied 140 %tE T• LAGtF2 ) BT sifrr 1603 • .• '.•miAA1 ttherm 31Lab -It6 (305) 375 -2901 FAX (305) 375 -2908 • • • • .. • • • • . ... .. NOA No 04 -0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 ` I 4 GLAZING PRODUCT G • rir MULLION GLAZING PRODUCT :L i. GLAZING PRODUCT M ' / GLAZING PRODUCT GLAZING PRODUCT f GLAZING PRODUCT' TYP MULLION GLAZING PRODUCT GLAZING PRODUCT W - WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS: TYPE'S', "C' OR b' 80TN ENDS' NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 ® 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 CUING GLAZING PRODUCT H = HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR HI +H2 MULL LENGTH = W • Robert • • P.E. PE 1139712 Structural ANCHORS: TYPE 7? C" OR D" BOTH ENDS - W1 - W2 W W m W I +W2 H — NI 441•2 12) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 1070 TECHNOLOGY DANE NOM7L8S. fL 34275 moons rwe W ANCHORS TYPE "B .C. OR "0".„ BOTH ENDS P.J.P. w • W I W2—I---W3-1 W I W — W1 +W2 +WJ H — HI +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 • • • • • • • • • a'I•rz,. TO BE USED ONLY WITH PGT 110JSP1,ES PliCIOCc, A..0 Or ore t!r •..•a.• • 0••• P.X. 5 /3 /0e 1 A - ADD NOTATION Draws •Y• rm '4/28/00 • • • • • 1 " HEAVY WALL MULi ON •ARRANGEMENT DETAIL P.O. BOX 1529 Sv4"/La sa =" Orman Ma • • mums. FL 34274 MULLS I X 14 ,I? 1• A • • •• -- • • • • •• • •• •• • • • • • • • • • • • • •• • • • • P.G.T. T: MttLON Ytunv a1P CUT FIANCES OFF aF MILL CUP TO FORM A 'U UCNANMI. AMO INSTALL AS SHOW FOR 1" MULL i" TYPICAL MUI IION TO MJJLUON INSTALLATION TYPE A 1" MULL MW. P.T. T/lllllM m r 2" OR 4 "1 3 tram 2� (TYP BMW 4 MIN. MIN. TYP CAL MULLION TO STRUCTURE WTM WOOD BUCK TYPE 8 ", NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHttiS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO —CLIP IS THE SAME AS THE QUAN77TY OF ANCHORS FROM CUP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND AND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SP£CIF1C APPLICATION. 72 F.H. SYS O E OPPOSITE sores ZAJ TO rani mu moo r 2' OR � F YS 1991) MUST EE OWE COWRY APPRO ral SEE' NOTE IT PT FA S.Y.S. STAGGERED ON ( t�nERFE1EE win F.1CN OMNER) SEE MOTE 11 112 W000 SCREW (991) MR. Ps7R4DON wm NDm ALL FASTENERS MST BE DADE mtMR' APPROYm. SEE NOTE 11 r f'` / 191 j�[ Rabat P.a PE 439712 SWW;Imai 7070 TEQilJ 0GY ORNE ROMPS FL 34275 TYPN 4I MULLION TO STRUCTURE WITH W000 RUCK RFMOVFD FROM CONC. TYPF C" TYP CAL MUI LION TO STRUCTURE WITH WOOD BUCK AND CONC, TY9F • • •• • TO BE USED ONLY WITH PGT 4AfQUS•vIES VetedaTs Rana st EX. 5/.7/04 Rom b P.J.P. r 2- OR 4 "1 2" OR 4'--1 1.4 - AW NOTATION aoe• 4/28/00 • • • • ••• • • • • ..• • • •• we Ofte wI•U 1" HEAVY WALL MULL1GN .Bs •CLIP 1NSTAirLATION smo.,4* ME 0 00.11k O e.i,p 46 ,�i FL � MULLS • I x 2 I '16 . • 6 . 6 . 2 . 1. • • •..• • • • •• • • •• • • • • r • •••• • DETAl • • • • • • • • IMPORTANT.: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND F1ND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CUP LENGTH CHART FOR 1x MULL MULL SIZE A 1 x 2 x j 1� 1 x 23 x I 1{� 1 x 4 x j 1 x 4 x 3I} J MUI L CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION O•G / 1099 MIN. FROM `8 1 ENDS (TYP) I I 1 1" MUU. CLIP W/TABS REMOVED TWO 7) ANCHOR LOCATIONS EXTRUSION DAC f 1099 MIN. FROM ENDS (TYP) 14 MAX MAX. mw.--f L MULL CLIP_ (( Y MULL CUP THREE (3) ANCHOR LOCATIONS FOUR (4) ANCHOR 1OCATIONS E7CTRUSIOH 0110 1 1099 EXTRUSION DIrG / 1099 MIN. FROM ENDS (7w) 1" MULL CLLP W./TABS REMOVED THREE (3) ANCH0� LOCATIONS EMRUSA29 D90 1 1099 RobQA L Clark, P.E. NOTE: PE 139712 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 S1ru lsTAi MIN. FROM ENDS (TYP) 1 MAX 1070 TEal/rotoor ORWE MIN. FROM ENDS (TYP) 1 1 I--- cc - -A -I FOUR (4) ANCHOR B RLOCAT1ONS EXTRUSION DUG f 1099 MIN.J } • — i4 -� 1" MULL CLIP SIX (6) ANCHOR IOCATTONS EDRUSION ON J 1099 PRODUCT AEY18s.0 a ealab •gift d. Fluid. Silly Code Am. vE N AppraN liglradr MIN. ENDS (TYP) -1 I - 1" MULL CLIP W/TABS REMOVED SIX (6) ANCHOR h(IOAilONS • • • •• • • . ••• • • • TO BE USED ONLY WITH PGT e l, R/ES PROQUCTS " 137 : 73/04 bnoon 13, P.J.P. c414 es rt. " 5/21/01 ANCHOR LOCATIONS 1" MULLION CLIP P.O. BOX 1328 50 - •dale 905 NORMS. n. 3421'5 NOKOIRS R 34274 MULLS ,1 1 .3 of 6 = MI7 itIOTA110N• ••••• •• •••• • • • •• • • • • •• •• MIN. FROM ENDS (TYP) • • • • • 1 .r • • • 0 1 150 • • • >lM a ll • •••• 6.621 • A • ••..•• •••• • • • • • • i 2 1 1 3 8 4 3 �• NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x HEAVY WALL MULLS MAT'L: 6063-T6 Robert L dlacic P.E. PE 939712 Structural 4 IT INDU jES , • • • • • •• • • •••• • rko•ucreuvaleo • 2006 TO BE USED ONLY WITH PGL • 1nrJSTROES •1 Raved Br• n are •r • • . • • FK. 1 5/3/04 A ,gyp NOTATION • • Drown Or P.J.P. ' 5/22/00 _ • • • • • • .- Do Vow • HEAVY WALL ltt PROFILES tom TECHNOLOGY 34275 NK 1 83 - 34274 MULLS ix d6 .. • ��1 • • • •• • • • • • • • • . --- • ••• • • A, •••• • • • • • 1X2]4375 2 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 130 42 155 142 134 130 130 130 130 130 130 130 L 48 129 116 107 102 100 99 99 99 99 99 50.625 115 100 91 85 82 80 80 80 80 80 54 94 81 73 68 64 63 62 62 62 42 41 60 67 58 61 47 44 42 41 41 41 77177 58 49 44 40 37 35 34' 34 34 34 54 45 i 45 50 43 38 34 32 30 29 28 28 28 45 145 35 3535 28 128 38 32 29 28 24 22 21 20 20 18 20 32132 26 126 32 27 24 22 20 18 17 17 7 16 30130 303 24 25 22 20 18 17 16 15 15 - 20 17 16 - - - - - - - 1 - 19 16 _ - ... - - - - 1 - - 1 - - - - h - � 16 - - - - - - - - 1x2.75x.375 314 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 O 48 i 64 0 z MULL LENGTH IN INCHES 0 42 1701170 170170 170 170170 1541170 170 1501170 170170 149i170 170170 1491170 170170 1491170 1701'170 1491170 170 149,170 1701170 1701170 1611170 50.625 170 161 148 140 138 134 134 134 134 134 1661'170 1471'170 1351'165 1261'153 1211'146 119_1142 118'1141 93 193 1181141 92 92 1181141_1181141 92 ' 92 8 76 60 1451152 1271131 1181116 101 1001100 96 196 92 192 63 131'131 1121'112 99 1'99 90 190 84'84 801 68168 77 ' 77 76178 64164 761 76 66 113,113 97 197 85:85 77177 72172 65i 65 63163 63 63 72 86 73173 62 162 65165 54 54 58 1 58 49 149 54 45 i 45 50150 42_142 481'48 40 140 481'48 38138 45 +45 37 137 44 38 44 36 76 73 1 73 78 67 1 87 57 1 57 50 1 50 401 40 32 132 45 145 35 3535 28 128 41 1 41 38 36 136 28 35 27127 21 35 21 33 1 33 26 ; 26 2 0 120 32 24 32 4 84 54; 54 45 ; 45 32132 26 126 30130 91) 43 143 37 137 24 t 2 4 22 22 19 1 19 96 36136 30130 26 ' 26 23 x23 16116 21 1'21 - 1 - 19 ' 19 - I 18 - 18 - 17 17 _ 16 1' 16 _1_ 151 -,- 15 108 25 125 21 121 1 8 1 1 8 111 23 19 17'17 15 - 1 - -' - -- - 1 - - - - - 1 - - 1 - 144, t - t - I - - i 1' h - � - -- 1 - - - - - - -,- • NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robot PE 83 2 1070 rrryaotocy ORA' NO1(0116, FL 34275 Vertical Mull L _1 . Openin Width Horizontal Mull Opening Width Multiple Mulled Units LIuIl Length Opening Width Mu11 Length Mull Length • • • • • •• • TO BE USED ONLY WITH PGT I ► RIES P F.K. 5 /J /04 j1 • NQTATIDN lYvaa P.J.P. • 4/28/00 9 • .• O.a+rp5.r. PRESSURE CHART • 1" HEAVY WALL Mme( P.a OX 31;? S"'"nb"° , • Np ■9 S FL 1 41 MULLS INTS .P a 6 • • • • • •• • 7Rn11t1CT REVISED r w.yi7lq wN4 W BYrp* • • .9 •• ODUCTS • • • • • • • • • •• • •••• • • • •••• •• • g 621 • • • • • • • 0 • • • • •• • • .375 nchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 42 48 170`170 170 170 176 170'170 170170 170`170 1701170 170'170 1701170 170'170 1701170 170 1701170 1701170 170 170'170 1701170 170'170 170170 170 1-70'-- 1701170 1701170 50.8 5 54 17 170 170 1 170 170 170 170 1701170 1701170,170 1701170 170 170 I 1701170 1 182 1381170 i 158 t 157 1281170 1 1571170 1271170 1 -- 157,170 127)1701271170 157 1i81&5 _ 60 63 1701170 1541170 1431170 1311170 159170 144 ;170 133 ;170 1261170 121;170 1171169 1161166 118 ;185 66 1701170 154_ 150)170 1351170 1251170 1171166 112)156 1081150 1061145 1051144 105 72 _, 76 78 84 134170 120:165 110 103136 98 1127 941120 91 1115 89_1112 811 95 78 881111 79193 75 144.170 125,160 1121140 108 1021126 99 95 1116 92 901108 87 ' 99 86 1102 83'93 83 L98 80 140 128,138 121 1111117 95195 98 82 1102 82 90; 92 83.83 77177 73 ' 73 69 t 69 66 ; 66 62 162 48148 90 112.112 74174 67167 62162 56158 54154 52152 42 42 96 92T 92 78 178 67 67 60 160 54154 50 150 .47 44144 38138 108 64 164 54 154 47 47 42 142 37137 34 134 32 132 30 130 28,28 25) 2 5 111 _ _— 144 59 50150 22122 43 19 43 19 38138 17.17 34134 15,15 31131 , 29129 , 27127 ) 26126 - I - 23 1 27 27 • • • date T5x.65a .111-- • •, OPENING WIDTH IN INCHES • • a4•Anchors 50 60 • 42 1701100 1101170 • y � 4 1 I 'ZO 160, 170 • • 50.625 166 0 148 136 156 129 148 i•°� 1 8, 70 135:155 • 5 • 68 911182 1171134 106 99 94 1107 90 1103 881101 88 -- a� 29;tj 110 ;126 99 ;114 921_105 87 99 83; 95 81 193 80 191 • • 64435 1031118 93 1107 88197 81 190 77 185 751 • • • • • • • • •• g r o w 92 192 81 181 73 173 87' 67 63 ' 63 60_1 581 56156 56158 181 77 177 68 168 _61(61 66 156 52:52 49) 49 47 147 46 146 45 145 • - 5"1 1 / - 5 - 7 - • _ • • 76 4 I N 71 1 71 63 1 63 58 1 56 51 , 51 48 ; 48 45 1 45 43 1 43 42 40 • •( 84 47 j 50 , 50 4_4_1_44 40 ; 40 37 ¶ 37 35135 33 ; 33 321 32 30130 • • 90 054 46 146 40 140 38 138 32 32 30 130 28 128 26 128 25125 23 123 • R • • 96 44 1 38 1 38 33 33 29 - 129 26 28 24 124 23123 21 121 20120 1,5_118__ 108 31 131 26 128 23 , 23 20 120 18 18 17 t 17 15115 - 1 11 1 291 29 24 1 24 21 1 21 18 17 17 15 ' 15 " 1 " 1 - - 1 - 144 1 ) t 1 1 1 1 1 1x4 4/6 A 70 80 90 100 110 120 170170 170170 170 170:170 170, 170 170170 1481169 141161 138 158 137,157 1371157 1371157 1 1561291148 123 141 123 1241142 1161133 112:128 100:125 108 108 130 160 170 170 170,157 1701157 123 154 123 1 1081124 108,124 881100 88 80 91 8091 82 73180 73179 73179 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. Roban L 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 PEI 12 S • 1070 TEooecto:Y owJt NOl(0$ . 1. 34279 orecritoUoa: Vertical Mull Mull Length ___Opening__ Width Horizontal Mull -{ Opening Width MW) Length Multiple Mulled Units Mull Length J \Opening Width TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS gavel rr Pete a i It.s.ra s F.K. 1 5/3/04 A - A00 NOTATION �.e P.J.P. 4/28/00 PRESSURE CHARTS 1" HEAVY WALL MULLION r ROM. CT key 411;u ©eyhl.a.10.1.410".1. Baldly, Code Itsgindes ��uiG- .s2R zooG, s.n../uea t Nn s<d. IS/wet c L 374 a F 42 MULLS I NTS 16 d 6 ( 6621 • *POO ITUMMI tairts PRO 1 0 PUlOrr SERVICES INC 935 NW 31 AVE 1)t POMPANO BCH, FL 33069 964-6904203 tigizsmsmaggRanattr Th Wffli Ininby Ores nutlet OW inorevninnnImIll no ands In 414011kin realptopirty, tad In ictintlinten INOCInitnr./13f Myatt Snininto InlIntlint inferinotion ollidded In the Monett SR Cormiteasettat& 1. MailtairtiON Pr40191t1tIT dentriptingrand Oran ndtlIn*IrMillab121) TAXPDLID1flJMR — Cto-00 u. , ,tioace5K9 nuct • LurM_ wo_ oat • ■•••■■••■ILIMI 1:1111121kAL ritteeteXtimi OP AlfttsvOtrEtert OLIO 4-‘MP ceArri, tiwontorogmAzoit Litawk., CWAS.2.", ° 10060ofik '64 Ile low 5 , if • L Mt** tge ktWitt_ 4. thaw tallatitrettke athowthhittititerfwahothin " . NNS:kOLIK *or • S colglitmeittp.• *eft ADDRunn Id41) sums ranonott SOW HOME' '13-7S7 1041k ORM MM. 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