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WS-08-1975BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name gei /45/ c'! Bond $ FOLIO / PARCEL # //32O6 0 / 3 6 9t) Value of Work For this Permit $ 74 6 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Permit Type (circle): Cuildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) L /✓o&4?/ Phone # 305 7 Owner's Address 52 Al 4 4 5TH- r cit 4i(4 S /!65 state �,021 OA- zip 33138 -ca Phone # Job Address (where the work is being done) 352. WE give' 7Z 7 City Miami Shores Village County Miami -Dade Zip 33138 Is Building Historically Designated YES ✓ NO Contractor's Company Name I Z IrftMie l M pit &L 1 b • Phone # Contractor's A d d r e s s / // Z r » 4 de5j i litli , City Zgrlere0 State /- O/2164 Zi 32.75 0 Qualifier Name AL A/( go Phone # State Certificate or Registration No/',-.� t 26 . 38 Certificate of Competency No. Architect/Engineer's Name (if applicable) 416 6 Phone # 95' St A CO 0 Square / Linear Footage Of Work: Permit No. 1` A DO '— /975' Type of Work: ❑Addition ❑Alteration [New ❑ Repair/Repla ' : emoiition Describe Work: / M p h j es Asa) hoe2$ ***************************************F * **** ** * * * * ** ** ** * ** * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) The foregoing instrument was acknowledged before me this �S day of / b U , 20qt, by 4 / i f yi t who is personally known to me or who has produced P L--- as identification and who did take an oath. NOTARY P Sign: Print My Commis $ oti ..: '�. DAVID „ . }c* MV COMMISSION $DD562159 IRES: July 4, endedTh BudgetNotaryS2Mc 2010 �OF F� * * * * ** akin************************** ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning CONTRACT CHANGE AUTHORIZATION r ' �1 '7) k" ._� : � C I 1 _, Home Improvement Products Owner's Name ® � Job. No e97‘ tr. Date <,'/ Street 36.V.- Ale 9/ ,S77. o Phone ,`. -„457 ._7-5 City hi /4 , , S State Contract Additions/Reductions Specifications: 9 AVAMA WW1 Aftib / . -5; - i I sosJ w--ne _15 Aid.' 50 '.. �, Additional Contract Charge: $ Reduction in Contract Charge: $ Payment will be made as follows: COC • Rapid Credit • Visa • M/C • Other Customer Account Number: Expiration Dater 1 hereby authorize and assume responsibility for the following additions/reductions from the original plans and specifications of my original contract. SIGNATURE: The above work to be performed under the same conditions as specified in the original contract unl ss otherwise stipulated. Approved and Accepted: Date Authorizing Signature -- . Owner We hereby agree to furnish labor and materials - complete in accordance with the above specifications, at the above price. Authorizing Si• - Date: .- S -les Authorizing Signature* • Date' Project Coordinator This is Change Order Number: .Note: This Revision becomes part of, and in conformance with, the existing contract. 1111111111111111 H4 - Rev. 08/07 Pteturn to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 IBM To I RAUL NOBILI 352 NE 98 ST MIAMI SHORES, FL 33138 -2410 @rI Date Fee Name 01/14/2009 Revision Fee 01/14/2009 Submittal Fee 01/14/2009 Scanning Fee Wednesday, January 14, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS -1 -09 -33680 Invoice Date: January 14, 2009 Permit Number: WS -11 -08 -1975 Bond Number: !Description of Work: I replacing windows and door to impact resistant 34 openings Fee Type Calculated Calculated Calculated Total Fees Due: Fee Amount $35.00 $0.00 $3.00 $38.00 Payments Date Pay Type Check Number Amount Paid Change 01/14/2009 Cash $38.00 $0.00 Total Paid: $38.00 i Total Due: $0.00 I Project Address 352 NE 98 Street Miami Shores Village, FL Owner Information RAUL NOBILI Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number ie Dom: '1112, APPROVE .» Expiration: 05/23/2009 1132060135690 Block: Lot: Phone 352 NE 98 ST MIAMI SHORES FL 33138 -2410 Contractor(s) Phone CeII Phone SEARS HOME IMPROVEMENT PRODI (305)341 -5663 Type of Work: impact WINDOWS & DOORS No of Openings: 34 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Technology Fee Total: Amount $42.00 $14.00 $440.00 $15.00 ($50.00) $11.00 $472.00 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Total I Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: Oki loc,c,5 $ 0.00 Applicant RAUL NOBILI Valuation: Total Sq Feet: $ 70,000.00 0 Available Inspections : CeII Inspection Type: Shutter Attachment Window Door Attachment Final Shutters Final 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. November 24, 2008 Date Monday, November 24, 2008 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Type of Work: D ribe Work: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ _ 70 i UK) 0 — Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.W) Master Permit NO. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) aiiiite (4" Niiotslii 1 Phone # &5 )7,2S t 37 y Owner's Address 3 2 iJ E. ( 16 f City !..„()A% e)State F( Zip 33( Tenant/Lessee Name Phone # Job Address (where the work is being done) 3S2_ N ( le S a j f City Miami Shores Village County Miami -Dade Zip S 3I FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 5 #'& kirrt') P n # , () 3 Q 905 Contractor's Address --1 )2 1 -FL O.0 11,T L P K \A) L Cit Z.0116 V ©© Stat P Zip Qualifier Name II-Loeb iv p1/4.k.q t,, Phone # (3 F,) X25 8 3 — K.( State Certificate or Registration No. 06e DI Z 53 8 Certificate of Competency No. Phone # Square / Linear Footage Of Work: ❑Addition ❑Alteration [New ❑ Repair/Replace ❑ Demolition to ** ***** * * , i* * * * * * * * * * * * * * * * * * * * * * * * * * ** *F ees * * ** * 44 t7"(' Submittal Fee $ . eCD Permit Fee $ Notary $ Training/Education Fee $ Scanning $ ' W Radon $ * ****** * * * ** * *� * * * * * * * * * * * * * * * * * ** CCF $ 4d` W Technology Fee $ 11'00 DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ r1 /n Structural Review. $ Total Fee Now Due $ Q( 00 See Reverse side --* F `rJ7 ii100B 1547 001 05451 0 CHECK $51100 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 inspectio ill not be appr and a reinspection fee will be charged Owner or ent The foregoing ins ent was acknowled day of W Q \i/ who is orally known to a or who h As identificati NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08106) Con The foregoing instrument was ac day of 1-- 20 who is My Commission Expires: produced who did take an oath. Plans Examiner Engineer Zoning PERMIT #: Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: Acknowledged by: '5Z.. NIC From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT S t a n DATE: This Instrument Prepared by: Name: SEARS HOME Ev1PRO V 1024 Florida Central P ark i• : I.onewoq¢ r075(t ' Ph e: 407- 551'. Pemrit No. Tax Folio No. '. • a) Street Address!. 2. General description of improvements: 3. Owner information. a) Name and address f1 ;� ►t, ��- 1 0; 41 s 4 ;-� • =Comini;si: ; DD721772 HAS; \' PP ODUCTS, INC. A".• Type of Identification Produced ✓ i„ NOTICE OF COMMENCEMENT se FOxtvtsmrocivF.1 TE OF FLOO2tOA, SOU i Y OF DAOESignacure I HEREBY CElFY Hat thisisa soap -e/tre e ,. IAA on — dak ,A of rf�S'�litt s ,� _ —� al 1�c�1d County 4• ;. 11111 11111111111111111111111111111111111111 11 THE IGNED hereby , you that the improvement will be made to certain real . property, and in accordance with Section 7 3.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Des • ppgr , f erty.(leghldescriplion:) • ; � i)1 n �1 �l JtL �� b) Name and address or fee simple titleholder (if o er than owner) c) Interest in property: 4. Contractor Information: a) Name and address: SEARS HOME IMPROVEMENT PRODUCTS. INC. 1024 FLORIDA CENTRAL PARKWAY. LONGWOOD. FL 32750 b) Telephone No: 407- 551 -6000 Fax No. (Opt) 407- 767 -8536 5. Surety laformation: a) Name and address: b) Amount of Bond c) Telephone No.: Fax No. (Opt) 6. Lender a) Name and address: Phone No.: 7. Identity of person within the State of Florida designated by owner upon who notices or other documents may be served: a) Name and address: b) Telephone No.: 8. In addition to himself; owner designates the following person to receive a copy of the Lien or's Notice as provided in Section 713.13 (1) (b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt) 9. Expiration date of Notice of Commencement (the expiration date is one yearirom the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION g 413:13; A--STA'i ,- AND ULT IN PAYING TWICE TOR1MPROVEBTENTS PROPERTY ..AOTI..CE:ARCOMMENCEMENT MUST BE RECORDED AND . POSCED.ON:THE.dOB- S1TLBEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY COMMENCEMENT - °° " . Signature -of Owner or Owner's Authorized Officer /Director/Partner/Manager g414.4,4-• Na g, e 1 PRINT NAME The foregoing instrument was acknowledged before me this 22— day of - rT/!rg , 20 et F" , by as (type of authority, e.g, officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). � Personally Known OR Produced Identification ✓ Notary Si gnature ' � J j / C:FN 200880929650 OR Bk 26652 P9 2105; (1139) RECORDED 11/17/2008 11 :41 :39 HARVEY RUVINr CLERK OF COURT IIIAP1I -DADE COUNTY, FLORIDA LAST PAGE o� 1 • Name (print) AND Verification pursuant to Section 92325, Fiorida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belie£ • NAME (\(©s I Li ADDRESS- -1I E 98 ST A4141 Siiev2es F1 - Rev. 07/07 Ai Home Improvement Products CUSTOMER APPROVAL X CUSTOMER APPROVAL X DATE Do tJcs; by 2,Pw 33k 5? 4 i D A h 2,01k 56 efw z X 0 Y 10ew 24,4/ saN 114 Pi( 33Y x OA/ 1/8 CL 33%X 3.3/4 R39l 1,X RI `ft Do io4- Da Bui td t nG v■libih 56 2` Sib/2A 6S NAME Aid et I ADDRESS &n g Q lz r I -1 i I / /1c/33 i /& P7 C3 T F 13/I/ /t I0 33x ibq /b&-33Y� Sv ,075(1/2.33,01K2 15 33)(10h, F1 - Rev. 07/07 4► fill AA/330016 66 33r2.x51r2 3 �' 3 a� I4 0+ 1 1?) 0/00 ( .33 : F3tix5ii 3 3 ,pP /34X 11 31 C.t-31 x 34 P 326 ax 2y�/ lo 1 33 /fq4 /s 2 26a33 BS Home Improvement Products 3 'f/q ;17k 2,3i3 Ei' wu3ox r:�r CUSTOMER APPROVAL X CUSTOMER APPROVAL X DATE Jf % tviit 3374A /b f Pvv �- - rvit 33/4' 62/S &f- 'L51A 30,K ) , Pvv W? 33 /vx 61 C.L. <. 33 1 /2,x 16 PV 2063 *% X52- A 3 3/2-x 1 6 31 '00 33y2-X52 � teA -gra, xlif / Pr/ VP & A 3 4 4 O Xib ROcr"-- I- , ENGINEERING 1 ® R 8 S® Calculations Prepared For: Project: Subiect: SEARS HOME IMPROVEMENT NOBILI RESIDENCE ASCE 7 -02 WIND CALCULATIONS 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: 954 - 354 -0660 FAX: 954- 354 -0443 WWW.ENGEXP.COM A FRANK L. BENNARDO, P.E., INC. INNOVATION Project # 08- SEA -0004 Raised Engineer's Seal Valid For Pages ( through t Frank L. Bennardo, P.E. #PE0046549 Cert of Auth #9885 PAGE 6 OF 1 ° ENGINEERING E PRE ® Project: Calculation Scope: ASCE 7 - 02 Calculations Provided: Other Notes: PROJECT CALCULATION SUMMARY NOBILI RESIDENCE • OPENING CALCULATIONS AS PER ASCE 7 -02 This engineer has not visited this jobsite to prepare these calculations. Calculations contained herein have been based on contractor - supplied data and measurements. This office shall be notified and given an opportunity to re- evaluate our work upon discovery of any inaccurate information prior to installation or final approval of installed work by others. Engineering Express shall not be held responsible or liable for erroneous or inaccurate field data or measurements, nor from the use of this work to any condition not specifically addressed which differs from the approved plans and results stated herein. 160 SW 12 AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 - 354 -0660 FAX: 954 - 354 -0443 A FRANK L. BENNARDO, P.E., INC. INNOVATION WWW.ENGEXP.COM PAGE OF Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 'Enclosed Buildings 0.18 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.50 Flexible Structure No Gust Factor Category l: Rigid Structures = Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category 11 Rigid Structures - Complete Analysis Zm 0.6 * Ht 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9089 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8771 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85J Analysis by: Description: Company Name: User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or IV Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 146 C 1 0.5 2.4 Gabled 0.85 23.00 28.00 25.00 50.00 50.00 mph Hz :12 Deg ft ft ft ft ft Frank L. Bennardo, P.E., Inc. ASCE 7 -02 Wind Load Design Engineering Express - Frank L. Bennardo, P.E., Inc. Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = At = Bt = Bm = Cc = I= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Fig 6-5 Internal Pressure Coefficients for Buildings, Gcol Page 3 of 64 Component width (in) Span (in) Area (ftA2) Zone GCp Nind Press (1b /ftt2 Max Min Max Min 1 34.25 50 11.89 5 0.89 -1.24 46.83 -62.09 2 33 50.25 11.52 4 0.89 -0.98 46.93 -50.87 3a 27.75 68 13.10 4 0.88 -0.97 46.53 -50.48 3b 27.375 68 12.93 4 0.88 -0.97 46.58 -50.52 3c 27.375 68 12.93 4 0.88 -0.97 46.58 -50.52 3d 27.375 68 12.93 4 0.88 -0.97 46.58 -50.52 4a 57 28.5 11.28 4 0.89 -0.98 46.99 -50.93 4b 28.5 40.5 8.02 4 0.90 -0.99 47.35 -51.30 4c 28.5 40.5 8.02 4 0.90 -0.99 47.35 -51.30 5a 57 28.5 11.28 4 0.89 -0.98 46.99 -50.93 5b 28.5 40.5 8.02 4 0.90 -0.99 47.35 -51.30 5c 28.5 40.5 8.02 4 0.90 -0.99 47.35 -51.30 6a 57 28.5 11.28 4 0.89 -0.98 46.99 -50.93 6b 28.5 40.5 8.02 4 0.90 -0.99 47.35 -51.30 6c 28.5 40.5 8.02 4 0.90 -0.99 47.35 -51.30 7 39 57 15.44 4 0.87 -0.96 46.04 -49.98 8a 26.625 50.75 9.38 4 0.90 -0.99 47.35 -51.30 8b 26.625 50.75 9.38 4 0.90 -0.99 47.35 -51.30 9 36 81.25 20.31 5 0.85 -1.16 45.21 -58.85 10a 26.75 50.25 9.33 5 0.90 -1.26 47.35 -63.14 10b 26.75 50.25 9.33 4 0.90 -0.99 47.35 -51.30 10c 26.75 50.25 9.33 4 0.90 -0.99 47.35 -51.30 11a 33.5 16.75 3.90 4 0.90 -0.99 47.35 -51.30 11b 33.5 33.75 7.85 4 0.90 -0.99 47.35 -51.30 12 39.5 81.25 22.29 5 0.84 - 1.15 44.93 -58.29 Frank L. Bennardo, P.E., Inc. ASCE 7-02 Wind Load Design Engineering Express - Frank L. Bennardo, P.E., Inc. Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5 =_> 1 5.00 ft __L_ 2 r 1 - - - -i_3 a Gabled Roof Theta <= 7 Double Click on any data entry line to receive a help Screen Page AI of �T 13a 51 25.5 9.03 4 0.90 -0.99 47.35 -51.30 13b 50.5 79.75 27.97 4 0.83 -0.92 44.24 -48.19 14a 51.5 25.75 9.21 4 0.90 -0.99 47.35 -51.30 14b 50.75 79.5 28.02 4 0.83 -0.92 44.23 -48.18 15a 33 16.5 3.78 4 0.90 -0.99 47.35 -51.30 15b 33.125 52 11.96 4 0.89 -0.98 46.81 -50.76 16a 33 16.5 3.78 4 0.90 -0.99 47.35 -51.30 16b 33.125 52 11.96 4 0.89 -0.98 46.81 -50.76 17a 33.75 16.875 3.96 4 0.90 -0.99 47.35 -51.30 17b 33.75 52.625 12.33 4 0.89 -0.98 46.72 -50.66 18a 33.75 16.875 3.96 5 0.90 -1.26 47.35 -63.14 18b 33.75 52.625 12.33 5 0.89 -1.23 46.72 -61.87 19a 33.5 16.75 3.90 5 0.90 -1.26 47.35 -63.14 19b 33.5 51.5 11.98 5 0.89 -1.24 46.81 -62.04 20a 33.75 16.875 3.96 4 0.90 -0.99 47.35 -51.30 20b 33.75 51.125 11.98 4 0.89 -0.98 46.81 -50.75 21a 26.875 50.75 9.47 4 0.90 -0.99 47.35 -51.30 21b 26.875 50.75 9.47 4 0.90 -0.99 47.35 -51.30 22a 33.75 16.875 3.96 4 0.90 -0.99 47.35 -51.30 22b 33.75 51.625 12.10 4 0.89 -0.98 46.78 -50.72 23a 34.25 17.125 4.07 5 0.90 -1.26 47.35 -63.14 23b 34.25 51.375 12.22 5 0.89 -1.23 46.75 -61.92 24a 33.25 16.625 3.84 4 0.90 -0.99 47.35 -51.30 24b 33.25 52.125 12.04 4 0.89 -0.98 46.79 -50.74 25a 33.75 16.875 3.96 4 0.90 -0.99 47.35 -51.30 25b 33.75 51.875 12.16 4 0.89 -0.98 46.76 -50.71 26a 33.5 16.75 3.90 4 0.90 -0.99 47.35 -51.30 26b 33.5 52 12.10 4 0.89 -0.98 46.78 -50.72 27a 33.5 16.75 3.90 5 0.90 -1.26 47.35 -63.14 27b 33.5 52 12.10 5 0.89 -1.23 46.78 -61.98 28a 29.5 14.75 3.02 5 0.90 -1.26 47.35 -63.14 28b 29.5 41.75 8.55 5 0.90 -1.26 47.35 -63.14 0.00 ASCE 7 -02 Wind Load Design Engineering Express - Frank L. Bennardo, P.E. Inc. Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Frank L. Bennardo, P.E., Inc. P a p Component width (in) Span (In) Area (ft"2) Zone GCp Nind Press (Ib /ftA2 Max Min Max Min 29a 34 17 4.01 4 0.90 -0.99 47.35 -51.30 29b 34 52.25 12.34 4 0.89 -0.98 46.72 -50.66 30a 30 15 3.13 4 0.90 -0.99 47.35 -51.30 30b 30 41.5 8.65 4 0.90 -0.99 47.35 -51.30 31 34.75 39.5 9.53 4 0.90 -0.99 47.35 -51.30 32a 29.75 14.875 3.07 4 0.90 -0.99 47.35 -51.30 32b 29.75 41.625 8.60 4 0.90 -0.99 47.35 -51.30 33a 34 17 4.01 4 0.90 -0.99 47.35 -51.30 33b 34 51.5 12.16 4 0.89 -0.98 46.76 -50.71 34a 29.5 14.75 3.02 5 0.90 -1.26 47.35 -63.14 34b 29.5 41.75 8.55 5 0.90 -1.26 47.35 -63.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Frank L. Bennardo, P.E., Inc. ASCE 7 -02 Wind Load Design Engineering Express - Frank L. Bennardo, P.E., Inc. Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 5.00 ft 2 - r 1 a Gabled Roof Theta <= 7 a = 5 = => Double Click on any data entry line NAME Aida t ACDAESS 3 Q? ST/t '1" Mti Al ! S 1 -6414716-1 6t 88a33,2102.Fot 5 ms - . j 24333/VXJb74 8 0.33X i -nev.oto a© 4' to pp as /heage 3Yax4� gem deno ,t53��cbly x3 Aarmattlie P� Ronne Improvement Products i1 33 btbitab CuSTcMERAPPROVAL X CUSTOMERAAPPROVAL X DATE 1 v c3`f Ilia 0.3 Y061 /9 6 , O I'D R oot. Jo t -4 41 1)/A 3'/i 11.4 pw S vi 33 4 62fe 337vx ld pw 1 h 15 33 3 ,44K6PA eL- ?. 33/z G2. WA 3 3 2x alA pW 21033h)(62 �� MIN NAME doe) L 1 ADD ESS32 , + � ' 9 S? Alimmt awies Nyv Do iqa1- 6O 3 2 thtg_i %x $ 3APev 27 xoa 2i 33k5/ N. J t3yfo60 H• Rev. 07JO7 1s a z9y 2. of 5 1 I FLc Q.bo o.fi 11.40 re'N L4 ii l 4oknii 671(7412 IA MA gay r k \* to 1 8' of e 5 T R- S A Foss? 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IL o , - 3 )( 16 Amizrass. , eIs IFFILVAIA!M 1010 rmalim r..1 +INS_ `r EIMIj!.Aig;: �.1'�'�.�11" ion r l� �-[1 r a - a t 'ltb =�� imin MU - i 0111111 M t 16 . l _ TIMltli 1 c V-x'it)(5 - 4///i , waho - ,, 1( 1- 1 XA X' 7rt" It 1! / 1) 0- .3 l ta f totd 1# .3e3 .5 0 Pod 4q 4L 143 0 t01,4t x4 kat. ke 3g lr iebefSE k rie giV LL I 1 x' AP( 37 /1 3 --- ` x,9; X Cmf " t( 3 - x.*/)(ti, V 5 /Vol /IN 546 7 rble 0Z Ai ,e/a7 pr 0 cpq toa.5 X X 37 WI OtO, r x cg ll A/ PLI 5' BffikZ��'� - P ee A t 77 414,711 5 p4 34$,J 3 8.6 AV"' gf l 4 pozz5 -54/1 r� )((;)-Yl'i X 3a-" 5 2 ' A' ral0 A 79c V247, 31 - 65 la Igo 1q _ cw1.41'1091S BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology. Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including_the High Velocity Hurricane Zone. r DESCRIPTION: Series FD -750 Outswmg Aluminum French. Door and Sidehtes -LMT APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/23 /04 with revision "A" on 03125105, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 05- 0103.03 and, consists of this page 1 and evidence page E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05. 0419.03 r Expiration Date: February 24, 2010 Approval Date: June 09, 2005, Page PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 8000-11, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/23 /04 with revision "A" on 03/25/05,. signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4311, dated 09 /01/04, signed and sealed by Edmundo Largaespada, P. E. "Submitted under NOA # 05- 0103.03" 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. "Submitted under NOA # 05- 0103.03" 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. "Submitted under NOA # 05- 0103.03" 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. E -1 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FM-4528, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. 6. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 . 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacture, dated 12/22/04, signed and sealed by Lucas A. Turner, P.E. "Submitted under NOA # 05- 0103.03" 2. Rev. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacture, dated 04 /15/05, signed and sealed by Lucas A. Turner, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Material ", dated 11/21/02 and expiring on 12/11/05. E -2 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of code compliance and no financial interest, dated April 15, 2005 signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05- 0103.03, issued to PGT Industries, Aluminum French Door & Sidelites, Impact, approved on 02/24/05 and expiring on 02/24/10. E -3 Herminio F. Gonzalez, R.E. Director, Building Code Compliance Office NOA No 05. 0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 5. SHUTTERS ARE NOT REQUIRED. C .-----. . GLAZING OPTIONS: _ A. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAF 8.7/16° LAMI CONSISTING OF (2) LITES OF 3/16 HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. A C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. A D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8° LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16° A,.090 PVB, 3/16° HS). F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/18° HS,.090 PVB, 3/16° HS). A G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7118° LAMI GLASS ASSEMBLY INSIDE (3/16' A,.075 VANCEVA, 3/16" HS). A H. 7/8" LAMI I.G. CONSISTING OF (1) UTE OF 3/16° TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3/16' HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300 -98. 3. CONFIGURATIONS: X, 0, XX XO, OX, XXX, )0(0, OXX OXO, JOOOC, XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 AND 10. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITrh CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCE TEST REPORTS: FTL-4311, FTL- 4312, FTL 4 315, FT44527, FTL.4528. FTL -4529, FTL -4530. A WarlOr Fx Ren4ey. Dot SWAM Orm ai: Dore F C 12/23104 Rarislater A Perelskas CHANGE NOTES 1, 4 AND 7.100 VANGEVA WTERIAYER (SASS TYPES, MOVE GIAZWGDETAILS TOSHEETSAND DP TABLES TO SHEET 3. Orchid Dom LT. 4/8/05 070 TECHNOLOGY DRIVE NOKCMIS, FL 94275 . C. BOX 1528 NOXPOMI9, FL 34274 Pc � Visibly Better GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT ROC Saeleselbtlet FULL > 10 �� 8000.11 A NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS ..... 6 PARTS LIST 7 EXTRUSIONS 8 ANCHORAGE. 9-10 Lucas A. Turner. P.E. PE 1138201 Mech®dcel EXTERIOR EXTERIOR /8° NOM. .090° DUPONT BUTACITE OR SAFLEX/ A KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS 191 OR 9) 0 7116" NOM. 3/18' ANNEALED OR HEAT STRENGTHENED GLASS INTERIOR 5/8° GLASS BITE GLAZING DETAIL 7 \— SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 3/16' TEMPERED GLASS AIR SPACE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090' DUPONT BUTACITE OR SAFLEX/ A KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS INTERIOR 5/8° GLASS BITE GLAZING DETAIL SETTING BLOCK EXTERIOR ® GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER EXTERIOR /8" NOM. — 7/18' NOM. 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .075° VANCEVA INTERLAYER 3/16° HEAT STRENGTHENED GLASS 93 OR 94 INTERIOR 3/16° TEMPERED GLASS AIR SPACE 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16° HEAT STRENGTHENED GLASS INTERIOR 5/8' GLASS BITE 5/8° GLASS BITE A GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS WI VANCEVA INTERLAYER F.K. Rated Bp Rem- -F Demmer F.K. Listc SONO Daft Daft 12123/04 Rerlettenr A Rwtskare 57 LT. NEW SHEET. ADD VANCEVA 011Ff0AYER GLAZING DETAILS. 4/8/05 1070 TECIINOLOGYDRIVE NOKOMIB. FL 30270 P.O. BOX 1821 NOKOME FL34274 13 G Visibly Better GLAZING DETAILS Vac ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 Sods FULL 2 d 10 Waft!. 8000 -11 Rao! A Lucas A. Tnmneh P.E PE 888281 Mechanical TYPES A THROUGH H FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 - 7/16" LAMI (3/16 "A,.090 - 1:1- "HS,.090 PVB, 3116 "HS) PVB, 37f6"IiS) VANCEVA, 3 /16 "HS) VANCEVA, 3/16 "HS) 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3 /16 "HS) 1/4" AIR SPACE, 3/16 "HS,.090 PVB, 3 /16 "HS) 1/4" AIR SPACE, 3/18 "A,.075 VANCEVA, 3 /16 "HS) "AIR SPACE, 3/16 "HS,.075 VANCEVA, 3/16 "HS) 711'6 M11(3/16 C - 7116" LAMI (3/16 "A,.075 D - 7/16" LAMI (3/16 "HS,.075 E - 7/8" LAMI I.G. (3/16"T, F - 7/8" LAMI I.G. (3/16'T, G - 7/8" LAMI I.G. (3/16"T, H - 7/8" LAMI I.G. (3/16"T,1/4 DOOR WIDTH y w it DOOR HEIGHT CONFIGURATION 6 - 79 3/4" 7 - 83 3/4" 87 3/4" 91 3/4" 8 - 95 3/4" SINGLE X 3 37" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X 3" 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 DOUBLE XX 6D 71 3/4" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 6" 71 314" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 adu ssV10 SIDE LITE WIDTH SIDE LITE HEIGHT CONFIGURATION 6 - 79 314" 7 - 83 3/4" 87 3/4" 91 3/4" 80_ 95 3/4" FULL JAMB O 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 FULL JAMB O 3611/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A,E NARROW JAMB O 30 11/16" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 33 11/16" A,E +70.0 -80.0 +70.0 -79.6 +70.0 -77.8 +70.0 -75.9 +70.0 -73.6 NARROW JAMB O 36 11/16" A,E +70.0 - 73.0 +69.5 -69.5 +67.3 -67.3 +65.2 -65.2 +62.7 -62.7 NARROW JAMB 0 36 11/16" B,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB O 27 11/16" C,G +100.0 -100.0 . +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB 0 30 11/16" C,G +96.3 -96.3 +93.2 -93.2 +91.0 -91.0 +89.2 -89.2 +86.8 -86.8 NARROW JAMB O 33 11/16" C,G +82.6 -82.6 +79.6 -79.6 +77.8 -77.8 +75.9 -75.9 +73.6 -73.6 NARROW JAMB O 36 11/16" C,G +73.0 -73.0 +69.5 -69.5 +67.3 -67.3 +65.2 -652 +62.7 -62.7 NARROW JAMB O 36 11/16" D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Penchi Road Br Oman 9Y F.K 0• X3/04 Rentlow A Porakan aucksdBa LT. NEW SHT ,EKPAN° TABLE 1700TCI.USEALL GLASS TYPES d OONF43URATI N44 Osta 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX INS NOKOMIS, FL 94274 Visibly Better Desettbre DESIGN PRESSURES Tae ALUM. FRENCH DOOR & SIDE LITES, IMPACT eravmoe F0750 NTS ebt 3 > 10 arm". 8000 -11 A Lucas A Tumor. P.E. PE 658201 Mechanical 95 314" MAX HEIGHT ALL r 7313/16' MAX. WIDTH — ►{ OX OR XO X r' / 7 41 71 3/4" MAX WIDTH ---.1 \ ` 1 a�. L XX 110 5/8" MAX. WIDTH NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING SEE SHEET 9 AND FOR ANCHOR SECTION DETAILS SEE SHEET 10. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 0 1 3611118" MAX WIDTH 25° MAX DLO 145 3/8° MAX WIDTH \ \ 3811/18' MAX WIDTH 33 3/113° MAX DLO OXO OXXO (SHOWING EACH VERSION SIDELITE) 0 (FULL JAMB) 0 (NARROW JAMB) PROWL[ , , AL(- it! irLisr. 11".[01: Fx Awn I 13r Revad Mama,: FJC um° 32603 babe 12/23/04 w,r4ax A Azwiskvee Ravistwer tlecksd Or LT. UPDATE SHEET REFERENCES, NOTESZ AND 3 4/8105 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1325 NOKOMIS, 8.34274 Pc Visibly Better Ossertpika EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sme ss®e NTS I 4 d 10 w.sy,a 8000 -11 Lucas A Turner, PE PE 058201 Mechanical VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX DLO — VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL EXTERIOR INTERIOR MAX HEIGHT VERTICAL SECTION B OUTSWING HEAD 4 OR 7 VERTICAL SECTION D OUTSWING SILL MAX HEIGHT r o9UCTRBNISSD ee;pbbe@rVINsn W td�_ bde INNeson Nom ar F.K 12.em FIT Pavel lip Dam 1354 FJC o.4r DOC 12{23/04 r A liertalare Rations Medal ay. LT. NO CHANGE THIS 8HEE7 1070 TECHNOLOGY DRIVE NOKOMI8, FL 30275 P.O. 80X 1528 NOKOMIS. FL 34274 PST Visibly Better VERTICAL SECTIONS TRW ALUM. FRENCH DOOR & SIDE LITES, IMPACT sauc F0760 1/2 5 d 10 Draft. 8000 -11 Luton A Turner. P.E. PE 258201 Mechem OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) INTERIOR EXTERIOR DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE NOTE ASSEMBLY HARDWARE QTY (3), 11° FROM TOP & BOTTOM AND ONE AT MIDSPAN neu49r F.K 11.4. Var $QBN.9 Oelsc Dew 12/23/04 N /aiotQ A Rormmc dma®eer LT. NO CHANGE THISWEET o5 1070 TECHNOLOGY OWE NOKOMIS. R.34275 P.O. BOX 1829 NOKOM1$ FL34274 13 G Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 1/2 6 . 10 amrnore 8000 -11 R.e A Lam A. Toner. P.E. PE 088201 Mechanical IN El OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) INTERIOR EXTERIOR DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE NOTE ASSEMBLY HARDWARE QTY (3), 11° FROM TOP & BOTTOM AND ONE AT MIDSPAN neu49r F.K 11.4. Var $QBN.9 Oelsc Dew 12/23/04 N /aiotQ A Rormmc dma®eer LT. NO CHANGE THISWEET o5 1070 TECHNOLOGY OWE NOKOMIS. R.34275 P.O. BOX 1829 NOKOM1$ FL34274 13 G Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 1/2 6 . 10 amrnore 8000 -11 R.e A Lam A. Toner. P.E. PE 088201 Mechanical ITEM DWG 6 DESCRIPTION PGTB I 8006 FRAM -BEAD. SILL & IAMB 68006 4 8008' DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 8014 FRAME ASSEMBLY SCREW 88 X I° PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOMRAL. 68013 33 - THREADED 110D 5116 -18 X 36° 6TRODA 36 - PLANOED HEX NUT 5/16 -I8 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 - 88X3/4° PR SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE L TEFIEAD TRIM 68028 62 8029 SIDE LITE JAM TRIM 68029 90 - DOW CORNING 899, 983 OR995 (LAZING SEALANT .68006 91 - 7/16" LAMINATED GLASS (3/16' ANN...090 PVB, 3/16°11S) 68008 92 - 7/16' LAMINATED GLASS (3/16" RS.,.090 PVB, 3/16° HS) 68007 93 - 7/16° LAMINATED GLASS (3/16' ANN.„075 VANCEVA, 3/16' HS) 68009 94 - 7/16" LAMINATED GLASS (3/16° HS.,.075 VANC33VA, 3/16° HS) 78IPQA 95 8014 7/8° LAME LG. (3/16° T, U4° SPACE, 3/16' ANN.„090 PVB, 3116' HS) 68014 96 - 7/8" LAM( LG. (3/16° T, 1/4' SPACE, 3/16° HS,.090 PVB, 3/16" HS) 68013 97 - 7/8° IA1.4110. (3/16" T, 1/4" SPACE, 3/16° ANN.„075 VANCEVA, 3/16" HS) 6TRODA 98 - 7/8" LAMI LG. (3/16" T, 1/4" SPACE, 3/16" HS.„075 VANCEVA, 3116° HS) 7990NUTA 105 8022 BACK BEAD 68022 106 8026A SLBACKBEAD 68026A 107 8023A 7/16° BEAD 68023A 108 8024A 7/8'IOBEAD 68024A 109 1224 VINYL BULB WSTP (THICK) 6TP247 1 8006 FRAME -HEAD &SILL .68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 - FRAMEASSEMBLY SCREW 88 X 1° PH QUAD 78IPQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 - THREADED ROD 5/16- 18X36° 6TRODA 36 - PRANGED AEX NUTS/16 -18 7990NUTA 37 8039 TRUSS CLAMP - 6037805 60 - 88X3/4° PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 =ELITE }MAD TRIM 68028 70 8010 FRAME,IAMB 68010 80 8033E FRENCH DOOR ASSEMBLY BEAM 68033B 81 - 810 - 24X2 tn. PH SCREW 82 - 810 -24 HEX NUT 83 - 812 X 1 12" TRIM TEK SCREW FD750 DOOR(S) ITEM DWG@ DESCRIPTION PGT8 FRAME KIT PARTS 2 3 4 5 6 7 9 DOOR PANEL 5 20 21 22 23 24 25 26 8015 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 8006 8003A 8004A 8008 8007 8009 8032 8012 8014 8013 8017 8016 802113 8020A 8018 8019A 8035 8039 8043 8030 8037 8045 8031 8038R 8038E 8036 8041 8042 8044 FRAM- HEAD & HINGE JAMB OUT -SWING SILL OUT -SWJNO SILL COVER DRIP CAP HEAD, SILL &JAMB WEATHERSTRIP (SCHLBOAL) SCREW COVER INSTALL PLATE PRAM ASSEMBLY SCREW 88 X P PH QUAD ASTRAGAL END SEAL BEAD, SILL &IAMB WEATHERSTRIP (SCHLEGAL) STILE TOP RAE. BOTTOM RAIL TOP SWEEP BOTTOM SWEEP SWEEP SCREWS, 64 X 12" PHIL PH ASTRAGAL, ACTIVE & INACTIVE GEAR HINGE, IAMB SIDE GEARKINGE, COVER GEAR HINGE, BACK -UP PLATE GEAR HINGE, DOOR SIDE 0EARBIN0E; BEARING GEAR1W4 a:. SETSCREW 86-32 i1/4° GEAR HINGE, MTG. SCREW 812 x3/4° TRUSS LID. (BAR HINGE, MTG. SCREW 812 x 112° TRUSS HD. THREADED ROD 5/16-18 X36" FLANGED ILEX NUT 5/16.18 TRUSS CLAMP WS GEARLATCH MECHANISM (ASHLAND) LOCK BLOCK LATCH ASS'Y SCREWS 88 X2° SS 911111, TR HD S/S SHOOT BOLT ROD (SULLIVAN) STANDARD FLUSH BOLTS W/ SS ROD ( SULLIVAN) SHOOT BOLT GUIDE SHOOT BOLT GUIDE & STRIKE SCREW 8.32 X3/8" SS PHB3. TR ID) RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) LEFT - STRIKE PLATE AT ASTRAGAL ( ACTIVE HINGED RIGHT) STRIKE PLATE SCREWS 8-32 X3/8" SS PALL TR BD STRIKE PLATE MIDDLE SCREW 6-24 X 12" FH STRIKE PLATE AT HEAD &SILL HEAD STRIKE SCREWS SS 8 X 12 PHILL FH STRIKE PLATE SCREWS (SILL SS 8 X 12 PHL.L UNDERCUT FA ACTIVE TRIM SET (ASHLAND) PASSIVE TRIM SET (ASHLAND) STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) 68006 68003 68004 68008 U83337T8500 68007 68009 781PQA 48032 U83337T8504 68012 68014 68013 68017 68016 68015 68021B 68020A 68018 68019A 68035 6TRODA 7990N(TTA 60378M 48030 78X2TPAX 48031 78X38PF17C W5I10-4351 W5110-4491 78X38PFTX 7612FPTX 7858ZAX 78X12PFHUX FD750 FULL JAMB SIDE LITE FD750 NARROW JAMB SIDE LITE ASSEMBLY XrT GLASS, BEADS & SILICONE PROBUCT REVISED r w886MFWW ,��ya�zrr,• Render FJC Read 137 RwWBF Oman 051: FJC ass 3 Data DAR Oats 12/23/04 Rem A Rveis(prt LT. A00 ITEMS !A 94,97A10068 Dirac 441105 1070 TEMINOLOGYDRNE NOKOMIS, FL 34275 P.O.13QX1529 NOKOTIL4, R 34274 PGT VIsrbly Better PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT ardeamtask FD750 Seals lab. I m.o. NA I 7 of 10 I 8000 -11 . Re„ A ....-ees P, T.Rtta; P.E. PE 888201 Mmfsvdcal L 1.000 � � -- 3.836 1 #8006 6063 -T6 1 FRAME, HEAD, JAMB AND SIDELITE SILL 2 1 000 1_ �-- 3.990 - 20 #8012 6063 -T6 STILE .100 oa5 _1 .442 MI5 --� MI5 #8022 6063-T5 BACKBEAD .L 1.189 985 Tr• #8026A 6063 -T5 SL BACKBEAD 8250 3.636 2 #8003A 6063-T6 2 OUT -SWING SILL. .750 F -{ .818 j+ #8023A 6063 -T5 7/16" BEAD CD 22 #8013 6063 -T6 BOTTOM RAIL 1.938 .957 I~ #8024A 6063 -T5 I.G. BEAD 1 .502 .082 2236 _ 1.328 a --1 1.278 f-- .075 �+-- -- 4.434 - 21 #8014 6063 -T5 TOP RAIL .175 .050 T • z622 -- I 61 #8028 6063 -T5 SL HEAD TRIM r --- 2.313 --+ .050 62 #8029 6063-T5 SL JAMB TRIM O #8004A 6063 -T5 3 OS SILL COVER 1�7 3.251 1- 1.835 - #8033B 6105 -T5 FD ASS'Y BEAM 26 #8015 6063 -T6 ASTRAGAL O #8009 6063 -T5 INSTALL PLATE .075 r 1.812 1.033 1 170 L ._ 2.544 1.000 #8039 6063 -T6 TRUSS CLAMP "L 1.000 3.838 --•-11- 70 #8010 6063 -T6 NARROW SL JAMB 4.027 .050 O #8008 6063 -T5 DRIP CAP 3 #8017 6063 -T5 2 TOP SWEEP .075 2.260 S"e et #8021B 6063 -T6 GEAR HINGE, JAMB 742 1- 353 .072 8 #8020A 6063 -T6 GEAR HINGE, COVER .1421 .301 1.783 #8018 6063 -T5 HINGE, BACK -UP r- .075 fr J R F --- 2.438 -∎.1 30 #8019A 6063 -T6 GEAR HINGE, DOOR 6 #8007 6063 -T6 6 SCREW COVER I .050 .797 2240 24 #8016 6063 -T5 BOTTOM SWEEP i=litrik lie adds 4.03 Ra ad*F FJC Prod Br Arad nmknor FIG Asor 9/895 OAa LIAs Areiarge Rem OzsIse 6Y LT. NO GNAWS TH6SHEET 1070 TEC NOLOOYORME NOKOMIS. R. P.O. BOX 1829 NOKOMIS F1. 34274 13 GT. Visibly Better EXTRUSION PROFILES A LUM. FRENCH DOOR & SIDE LITES, IMPACT F0750 1/2 8 m 10 4w4q/b. R. 8000 -11 I A Lucas A. Tunica, P.E. PE 858231 MeehaNeel FRAME MIDSPAN L 11' 6'� 16r f 161- JJ1��.. I 3° 11' DETAIL A 1 /4a TAPCONS OR #12 SCREWS (SINGLE PANEL) SEE NOTE 5 181/2' MAX TYP. 11" FRAME MIDSPAN 1 L 11" 1 -16 °1-- - 8" DETAIL B 1/4° TAPCONS (2 OR MORE PANELS) 2. DETAIL A- SINGLE PANEL CONFIGURATIONS ANCHORED WITH 1/4° TAPCONS OR #12 SCREWS HEAD...._8' MAX FROM CORNERS. SILL 6° MAX FROM CORNERS. JAMBS._11' MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2' MAX SPACING THEREAFTER. SEE NOTE 5 FRAME MIDSPAN — L_ 11' MIAMI -DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL A ABOVE REPRESENTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 114' TAPCONS HEAD_ —.8' MAX FROM OUTSIDE CORNERS, AND AT 3° AND 6' MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL 6' MAX FROM OUTSIDE CORNERS, AND AT 3° AND 6' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. JAMBS 11" MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2' MAX SPACING THEREAFTER 4. DETAIL C - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH #12 SCREWS HEAD......6' MAX FROM'OUTSIDE CORNERS, AND AT 3', 6' AND 9° MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL. 6' MAX FROM OUTSIDE CORNERS, AND AT 3', 6' AND 9° MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS...11' MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2' MAX SPACING THEREAFTER. 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE. ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES, BUT OTHERWISE MAY BE OMITTED. ENCIRCLED ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS, BUT OTHERWISE MAY BE OMITTED. ALL PANELS MAY BE INSTALLED WITH EITHER #12 SCREWS OR 1/4" TAPCONS. 181/2' MAX TYP. J It III 9" 6" — 1 6 7' — 3" II1 II 3 e 6° DETAIL C #12 SCREWS (2 OR MORE PANELS) `f4S' /DSr 04,44 87 FA Mow er FJC Odra 3/26405 Dabs aittc : 17/23/79 ReAtIoas A 1144444,4 4!8/05 R°r64ms ram4R4ey LT. NO CHANGE T1119 SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 39276 P.O. BOX 1828 NOKOMIS, a 34274 PGT Visibly Better ANCHORAGE SPACING tat ALUM. FRENCH DOOR & SIDE LITES, IMPACT B°9NbQVt F0750 &sr NTS Beet 9 a 10 a eWro. 8000 -11 Roc A hams A. Turner. P.E. PE 9582031 Mechanic§! 1/4° MAX SHIM CONCRETE 1x WOOD (NOTE 3) 1/4° TAPCON (NOTE 1) 2x WOOD (NOTE 2) #12 SCREW TYPICAL DOOR AND SIDE LITE HEAD 1 1/4" MIN. 1 112' MIN. 1/4° MAX SHIM 1/4° MAX GROUT, SEE NOTE 5 2x WOOD (NOTE 2) 1 1/2° MIN. • 111M 41uIIBhif,n„I,Lr,I, • 1/4" MAX SHIM -1 F— TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) a EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) Q A #12 SCREW 1 1/4° MIN. CONCRETE OR CONCRETE BLOCK 1x WOOD • (NOTE 3) ' • . 1/4° MAX SEE NOTE 5 GROUT, i 114° MAX SHIM -4 - 1/4' TAPCON (NOTE 1) CONCRETE -- TYPICAL DOOR SILL 1 1/4° MIN. 1/4" MAX SHIM TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2° THK OR MORE TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND A ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 9 MAY BE USED. 5. IF SILL 15 TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. INTERIOR (ALL JAMB SECTIONS) EXTERIOR A U /S� /off 1/4° TAP_CON (NOTE 1) ken d sl: FJC Bet: 9 Bets Revisions A Rertims thaw Bp Bet: ChedndBF ad. F.K 12123/04 LT. 4'555 DPOATE SKEET REFERENCE NOTE 4APD ADD EMHtWR IBYT880RDA AM: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 94275 P.O. BOX 1529 NOKOMIS, 51.34274 PGT Visibly Better Is.. 4 BamyRa ANCHORAGE DETAILS Ise ALUM. FRENCH DOOR & SIDE LITES, IMPACT 10 10 I -11 I A Lucas A. Tumor, PE. PE 458201 Ma heNmi S 2 ciA , 244, l c/A _, z , Z2-, , a374-, Z4 • , 2:74 1 ' 1 - 04 ) T 1 2-, 1 r -_r✓ f�� _3 It' fit. (OA - 71 .104 i I I-A laA t t I4 154", )0 MIA M I�DADE MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 . NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade .County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" A1und un► Picture Window -LMT 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: Largi - Miss 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 Wale: February 19, 2009 Approves Date:- February 19, 2004 Page 1 PGT Industries B. TESTS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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. 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Jnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Safiex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. F L -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. F1I. -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16° LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSIT VE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11° O.C. JAMBS: ® MAX. 81/2° 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 21/2° 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 ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: MX MAX. 8 1/2° FROM CORNERS MAX. 11° O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 8 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 fiend 13), batm Mhz 17/10/03 7/14/03 lintsbrar A rhdm By REDUCE ANCHOR SPACING Daft I 1070 TECHNOLOGY ORME NOKOMIS, FL 34270 P.O. SOK 1329 NOKOMIS, FL 34274 Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT ,; PVK701 1 10 4259-4 I Robert L park P.E. PE #39712 StrocmOl 3116 ANN . ED OR HEAT STREN ENED GLASS OUTSIDE OR \J 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING AIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN R21 11/16° NOM GLASS BITE STRE /16° ANNEALED OR HEAT TRENGTHENED GLASS 7/16° AIR SPACE 3/16° HEAT THENED GLASS _. 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 11116 NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) nesadDic Ileauf 9 F FC Dareon Sr F.K. balm 1 FemOee 12115,03 /1 4/03 Reis/car the riad NO CHANGE THIS SHEET an° 1070 TE01E0140YORNE NOXONIS, FL 34275 P.O. BOX INO NOXOWB, FL34274 I 12 Visibly Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT SahslIfsfet i NTS Shoe 2 m 10 Dad. tin 4259-4 A Robert CAPE. PE 039712 Sbuc40°I MOP L FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT - ARCH. - MAX. SIZE = 48" X 96" OR MAX. AREA = 3028 SQ. FT. ww HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.85 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. React Br Road By: Oats FAN MAX. SIZE = 96" X 47" OR MAX AREA = 24.47 SQ. FT. Oaffi F.K Lorm Or. F.H. 7/14103 HALF CIRCLE MAX. SIZE =96 "X48" OR MAX. AREA = 25.13 SQ. FT. Ram! By Daft 12/10133 itelldans A Medal By NO CHANGE THIS SHEET NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. EYEBROW MAX. SIZE = 96"X48° OR AREA = 31.99 SQ. 48" MAX 1070 7ECFAVOLOOY DRIVE NOKOIOS. FL 34270 P.O.89X 1529 NOKOMI$. FL 34274 MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 92114° MAX DLO OCTAGON QUARTER CIRCL MAX. SIZE = or X 96" OR MAX AREA = 32.00 SQ. FT. PST Vlslbly Better PW701 ELLIPTICAL MAX. SIZE = 98° X 47" OR MAX. AREA = 31.99 SQ. FT. 111 TRAPEZOID 44114" MAX DLO NTS MAX. SIZE =68 "X68" OR MAX AREA = 25.22 SQ. MAX SIZE = 48" X 96° OR MAX. AREA = 31.99 SQ. FT. are 3 a 10 4259-4 l Z Robert 1. Clerk. P.E. PE 039712 Sbucaual 93 1/4" MAX. DLO TANGLE 45 1/4" MAX. DLO ARCH. MAX. SIZE = 48° X 96" MAX AREA = 30.28 SQ ts= �tutiyla HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 21.65 SQ. FT. NOT ES FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. 5.fs l2/lS'03 aF Iew68F FK 2...31 Das FK 7/14/03 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. FAN A NO CHANGE 7lAS SHEET amok64 a"r + FULL CIRCLE MAX SIZE = 60" DIA. OR MAX. AREA =19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 98" X 48° OR MAX AREA = 31.99 SQ. FT. NOKOMIS, F134275 P.O. BOX 1529 NOKOM!& FL 34274 MAX. SIZE = 48 OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE =96 "X47' OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX AREA = 25.22 SQ. 0 TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. 1 70 maitioLOorD�p P T INTEGRAL FIN ELEVATIONS �— ALUMINUM PICTURE WINDOW, IMPACT Visibly Better P"'O NTS m"e r>�ea PbY -70t 4 d 10 4254 -4 Robert L Clerk. P.E. PE /1341312 Strirotlual COMPARATIVE ANALYSIS TABLE 1. 6" LAMINATED GLASS (3/16 "A,.090.3 /16HS) B. 7/16" LAMIRAT S (3/16 "HS, .090, 3/16HS) GLASS TYPE: WINDOW MI I.G., 3/16 `` v i I (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 49.000 AREA SQ.FT. AREA SQ.FT. 60.000 AREA SQ.FT. 65.500 AREA SQ.FT. 71.000 93.000 87.500 96.000 Rend 13r WIDTH A &C B &D 54.500 I A &C B &D Remaly ome P.N. 12/15103 F.K. Doom Or Oat< 7/14/03 A &C B &D A &C B &D A &C B&D AREA SQ.FT. 76.500 I A &C B &D AREA SQ.FT. 82.000 A &C B &D 80.0 -80.0 AREA SQ.FT. 16.229 A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. 28.500 80.0 I -80.0 80.0 -80.0 9.698 80.0 I -80.0 80.0 I -80.0 10.786 80.0 I -80.0 80.0 I -80.0 11.875 80.0 I -80.0 80.0 I -80.0 12.964 80.0 I -80.0 80.0 I -80.0 14.052 80.0 -80.0 80.0 -80.0 15.141 80.0 -80.0 80.0 80.0 17.318 80.0 80.0 - 80.0 -80.0 -80.0 - 80.0 18.406 80.0 I -80.0 80.0 I -80.0 19.000 34.000 80.0 I -80.0 80.0 I -80.0 11.569 80.0 I -80.0 80.0 I -80.0 12.868 80.0 -80.0 80.0 1 -80.0 14. 67 80.0 -80.0 80.0 -80.0 15. 65 79.4 I -79.4 80.0 I -80.0 16.764 76.8 I -76.8 80.0 I - 80.0 18.063 74.1 -74.1 80.0 -80.0 19.361 70.7 80.0 20.660 69.1 80.0 -70.7 -80.0 -69.1 -80.0 21.958 68.8 I -68.8 80.0 I -80.0 ' 22.667 CHANGE NOTE 1 ANCHORING WRHtH2SCREWS 39.500 80.0 -80.0 80.0 -80.0 13.441 80.0 I -80.0 80.0 -80.0 14.950 74.0 I -74.0 80.0 I -80.0 16.458 68.5 I -68.5 80.0 I -80.0 17.967 63.7 -63.7 80.0 -80.0 19. 76 59.7 I -59.7 80.0 I - 80.0 20.984 56.5 I -56.5 80.0 I -80.0 22.493 53.6 80.0 -53.6 -80.0 24.002 51.4 -51.4 80.0 -80.0 25. 10 50.4 80.0 -50.4 -80.0 26 333 RFCTANGU A RIZF IN TAR! F 1 WHIRR THEIR OVFRAI 1 WUITH Al D HEIGHT DIMFNS Datc keNskaes A checked Ely P.O. BOX 1528 NOKOMIS, 7L 34274 45.000 80.0 I -80.0 80.0 I -80.0 15.313 76.7 I -76.7 80.0 -80.0 17.031 69.9 I -69.9 80.0 I -80.0 18.750 63.5 I -63.5 80.0 -80.0 20.469 57.9 9 -57.9 80.0 -80.0 22. 88 52.8 I -52.8 80.0 1 -80.0 23.906 48.3 80.0 -80.0 25.625 43.6 I -43.6 80.0 -80.0 27.344 42.5 80.0 -48.3 -42.5 -80.0 29.063 41.6 -41.6 80.0 1 -80.0 30.000 Visibly Better 46.500 80.0 I -80.0 80.0 I -80.0 15.823 74.0 I -75.2 80.0 -80.0 17.599 67.2 I -68.6 80.0 -80.0 19.375 61.3 -62.3 80.0 -80.0 1 21. 51 56.1 -57.1 80.0 -80.0 22.927 51.9 I -52.1 80.0 I -80.0 24.703 47.6 I -48.0 80.0 -80.0 26.479 43.4 80.0 28.255 40.7 80.0 30.031 39.4 80.0 -43.2 -80.0 -41.0 -80.0- -40.1 -80.0 31.000 48.000 80.0 I -80.0 80.0 I -80.0 16.333 74.0 I -74.0 80.0 I -80.0 18.167 67.2 I -67.2 80.0 -80.0 20.000 61.3 I -61.3 80.0 -80.0 21.833 56.1 I -56.1 80.0 I -80.0 23.667 51.9 I -51.9 80.0 I -80.0 25.500 47.6 80.0 -80.0 27.333 43.4 80.0 -47.6 -43.4 -80.0 29.167 40.7 -40.7 79.4 , -79.4 31.000 39.4 I -39.4 76.6 -76.6 32.000 NOTES: 1. TABLE 1 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 #12 SCREWS. Aq 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 nNs COMPI FTFI Y FIT WITHIN. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT sanaantoser PW-701 1 cam m.e arrow owe NTSI 5 m 10 4259-4 A Robot L park P.E. PE 538712 Structural COMPARATIVE ANALYSIS TABLE 2. A 7 MIN TEDGLASS_ 3(/16 "A Q9 ,. 3H6HS) B /16" LAMINATED GLASS (3 /16 "HS, .090, 3 /16HS 1/16" LAMI 3/16M, 7/1 •" SPA , • / (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I:G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) GLASS TYP WINDOW WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 AREA SQ.FT. WIDTH 49.000 AREA SQ.FT. 54.500 AREA SQ.FT. 60.000 A &C B &D AREA SQ.FT. 65.500 f A &C B&D 71.000 A&C B &D AREA SQ.FT. 76.500 AREA SQ.FT. 82.000 AREA SQ.FT 87.500 AREA SQ.FT. 93.000 AREA SQ.FT. 96.000 AREA SQ.FT. awaay Data Rend* Daft -Wend BF tads F.R. 12/1503 mono mar F.K 7/14/03 A &C B &D A &C B&D A &C B &D A &C B &D A &C B &D A &C B &D A &C B &D 28.500 80.0 80.0 9.698 80.0 80.0 10.786 80.0 I -80.0 80.0 -80.0 11.875 80.0 80.0 12.964 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 A txw.,2J -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 14.052 80.0 -80.0 80.0 I -80.0 15.141 -80.0 -80.0 16.229 -80.0 -80.0 17.318 -80.0 -80.0 18.406 80.0 80.0 19.000 -80.0 -80.0 34.000 80.0 i -80.0 80.0 I -80.0 11.569 80.0 80.0 12.868 80.0 l -80.0 80.0 I -80.0 14.167 78.9 80.0 75.3 80.0 69.4 80.Q 66.4 80.0 63.9 80.0 CHANGE NOTE 1 ANCHORING W11H812 SCREWS -80.0 -80.0 -78.9 -80.0 15.465 -75.3 -80.0 16.764 72.6 1 -72.6 80.0 1 -80.0 18.063 -69.4 -80.0 19.361 -66.4 -80.0 20.660 65.0 I -65.0 80.0 -80.0 21.958 -63.9 -80.0 22.667 36.500 80.0 80.0 78.9 80.0 61.1 80.0 57.1 80.0 51.0 80.0 48.0 80.0 -80.0 -80.0 13.441 -78.9 -80.0 14.950 72.2 I -72.2 80.0 . -80.0 16.458 65.5 I -65.5 80.0 , -80.0 17.967 -61.1 -80.0 19.476 -57.1 -80.0 20.984 53.8 1 -53.8 80.0 I -80.0 22.493 -51.0 -80.0 24.002 48.9 I -48.9 80.0 -80.0 25.510 -48.0 -80.0 26.333 1070 TECAVOLOOYDRIVH 501(01118, FL 34275 50.80X 1528 50501115, FL 34274 45.000 80.0 I -80.0 80.0 -80.0 15.313 74.3 80.0 61.7 80.0 51.5 80.0 47.2 80.0 41.2 80.0 40.2 80.0 -74.3 -80.0 17.031 67.8 I -67.8 80.0 -80.0 18.750 -61.7 -80.0 20.469 56.4 I -56.4 80.0 -80.0 22.188 -51.5 - 80.0 23.906 -472 -80.0 25.625 42.6 I -42.6 80.0 -80.0 27.344 -41.2 -80.0 29.063 -40.2 -80.0 30.000 Visibly Better 46.500 79.4 80.0 -80.0 -80.0 15.823 71.9 l -73.1 80.0 ( -80.0 5 17. 99 65.0 -66.4 80.0 1 -80.0 19.375 59.6 -60.7 80.0 -80.0 21. 51 54.6 -55.5 80.0 -80.0 22.27 51.0 1 -51.3 80.0 I - 80.0 24.703 46.6 80.0 -46.9 -80.0 26.479 43.1 I -42.7 80.0 1 -80.0 28.255 40.4 79.7 30.031 39.0 76.9 -40.2 -79.7 -38.9 -76.9 31.000 48.000 79.4 80.0 16.333 71.9 -71.9 80.0 -80.0 18. 67 65.0 I -65.0 80.0 -80.0 20.000 59.6 1 -59.6 80.0 I -80.0 21.833, 54.6 80.0 23.667 51.0 80.0 25.500 46.6 80.0 27.333 43.1 1 -43.1 80.0 I -80.0 29.167 40.4 76.0 39.0 -79.4 -80.0 -54.6 -80.0 -51.0 -80.0 -46.6 -80.0 -40.4 -76.0 31.000 -39.0 73.1 -73.1 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4° TAPCONS. DESIGN PRESSURES ARE LIMITED TO +4-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. p 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY. FIIT WITHIN. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT tkdazadet PW-701 arcs I &we NTS I 6 e 10 4259 -4 A Angola ia.9q+w / Robert L 018,1,. P.E PE 013712 SbucOOel 0000 OUTSIDE 2.784° SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) 0 ALONG ENTIRE � 0 11110/11 JOINT KEYED CORNER ASSY Q WELD (FLANGE FRAME) l 1' 11 A 110 I 1 lj ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT m 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) INSIDE 0 Rnad8F FK Oman Or F.K Dabs Regellat Ftevlainr nralsrmar A Checked By: 12/1503 7/14/03 NO CHANGE THIS SHEET 1070 JE004OLOOYDRIVE 501(051.4.8.34275 P.O. BOX 1529 NOKOMIS. FL 34274 „T Visibly Better awataiaz SECTIONS & CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PIN -701 NTS 17 a 10 I �. 4259-4 A / 1/64 Robert L Qmk, P.E. REMIT/12 ShiwNrel 2.784" a ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX WINDOW HEIGHT 0 m m 0 4 MAX • DAYLIGHT OPENING 2.784" -- p (I NTEGRAL FIN FRAME) INSIDE lined BF Anse* Rend Sr Dam FX FJG DSc Redskor Oats 121 13 anan 7 Resisters Roakes A tbada4 NO CHANGE MS SHEET tkes 1070 TECHNOLOGY OWE NOK01119, 71.34275 P.O. BOX 1529 NOKOML4, 71.34274 PS T Visibly Better SECTIONS, I AL UMINUM PICTURE WINDOW, IMPACT a.`mraae PW.701 1777-s VERTICAL SECTION / 17 / 6 1/ N7EGRAL FIN mef" u 8 ▪ d 10 I 4258 -4 A ITEM 1 2 7 8 10 1 12 13 14 15 17 18 20 21 22 Rea ST Rawl ar tel: FK Dam, ma FJC .050° DWG NO. 4258A 4253 1155 4255 4254 1224 4224 4262 Rentstarts Oda 12115!23 7/14/03 PART # 64256 64253 781 PQX 64255 64254 6TP247 64262 .970" 1 .975" Rarkrims ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" 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 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 I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED NO CHANGE THIS SHEET thaw I 1.875" .346" —1 F..— .975° .050° ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4254 1070 TEC` NOLOGYORIVE NOKOMIS. FL 30275 P.O. BOX 1029 NOKOMIS. 8.34274 PST Visibly Better ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A PO4701 I NTS I 9 " 10 2.784" MATL: 6063 -T5 DWG NO. 4253 arsaralloeu EXTRUSION PROFILES & PARTS LIST tow ALUMINUM PICTURE WINDOW, IMPACT Camay Ka 4259.4 I A 2.500" Affirmed in onnOrini wigs in ELeYi file • IL i i a/ t•�w,� / Wit E,1 l RatLOsk P.E. PE 639717 Shucia .130" DIA. M N. x 2 VT NAIL, AT CORNERS AND 5° O.C. CONCRETE II I n Ira WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. SHIM T 1/4° TAPCON, 8 1/2' MAX. FROM CORNERS & 11° MAX. O.C. (SEE NOTE 1) 1/4" MAX. r SHIM • 1 1/4" MIN. EMBEDMENT FLANGED DETAIL D (SILL ONLY) 1 1/2° MIN. EMBEDMENT INTEGRAL FIN DETAIL B 1 2x WOOD BUCK (SEE NOTE 2) #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11° MAX. O.C. 1 1/4" MIN. •••• 1••• . EMBEDMENT Z • • • 1/4" MAX. I SHIM T 1 1/2" MIN. EMBEDMENT 1/4° TAPCON, 81/2" MAX FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4° MAX. I SHIM T SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E FLANGED DETAIL C lx WOOD BUCK (SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 2) NOTES: 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO TAPCONS. A 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.. #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX O.C. •• A 1/4" MAX. I SHIM 0- R00 Olds lierr 12/1S03 Oa* 7/14/03 Rebteplx RaNslater liofttorte A Chealcodar CHANGE AWE 1 AND FASTENER SPACING Ras 1070 TECHNOLOGY DRNE NOKOMIS, R.34273 P.O. sqc 1828 NOK01.08, Fk34274 Visibly Better Dawitasc ANCHORAGE - HEAD, SILL AND JAMBS . 7111r ALUMINUM PICTURE WINDOW, IMPACT P11 17.7Ts as. 10 . 10 Veroleg 4259-4 A Robert L aa1I P.E. PE 839712 Structural 2Z!22 '2L - 6+1 nci S44186 <1 16l1S! BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C- 740 Outswing Aluminum Casement Window - L.M.I., APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06 /23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant ,- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -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 renews NOA # 05- 1129.11 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. MIAMIDADE COUNTY APPROVED MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildingcode NOA No.118- 0117.11 Expiration Date: May 22, 2013 ,! Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- . No. FTL 3587 dated 10/8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 08- i .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 22 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05 /21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th< r 'es C -740 Aluminum Casement Window — L.M.I., approved • 0 3/06, exp',(f 5/22/08. E -2 Manuel P P.E. Product Control iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF C. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENE GLASS W/ AN .090 INTEFtL F3LE. R OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED (2 L1ThS OF HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. 1 X 0 x 0 CONFIGURATIONS OPTIONS X 0 X I L( 1 9- 1 0 x x 0 x UNEQUAL UTES x 0 UNEQUAL UTES 0 x UNEQUAL UTES 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X' CONFIGURATIONS SEE SHEET 5. E. FOR "XX CONFIGURATIONS SEE SHEET 6. F. FOR H-1 °XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 1-3-1 °XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (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 A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. . A7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 _ DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12" PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8' AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT. WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16"1.0. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 PRODUCT RENEWED as eemplfh WM thet".®t1Ai 9vidl ; CO* Aimee = =i-e i:_•t Css Rend 6Y FJC asts 3/15/19 Medsor S ADD 13/16* LG. .& MOVE GLAZING DETAILS TO SKEET Modems Cheated Br Oa": ADD 76* HT GLASS TYPES FAND G. REVISE ANCHORAGE Rend ar: Os . FIC 7/1043 R4"413t: D°e P K. 11M3.05 Omt By p. PA 12/17/02 C NO CHANGE THIS SHEET 1070 TECit$OLOGYDRNE N KOMIS. FL 34275 � - P.O. 1529 NO1105* FL 34274 Visibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT s"Lc CA -741 NTS 6 1 " 13 Par. No 7045 -8 Lucas A. Tumor. P.E. PE #58211 Mechanical ® 1/8° ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED 86 GLASS I-- 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16' HEAT f-- STRENGTHENED GLASS .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL .85" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W1 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS PRODIDC'E' n_ P' %J0,y2 :te Ftatd6 Mayo 03/25/03 ReWbe" Checks: 0- Rms.,: Bela' Rags/tam FK 3/25/03 6 REDRAW GAZING DETAILS& ADD 13/16'1.G. rye: Reatsbew FK 7/10/03 C NO CHANGE THIS SHEET 141y F.K. Or F.K. ADD 13116* LAM LG. W /7 /161AMI & CORRECT 5/16 LAMI DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1525 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT seeneme CAJ45 guar Bl.eet NTS 2 d 13 irartiwy 7045-8 Lucas P. Tumor, A.E. PE #5&201 Mechanical CENTERLINE MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. f ANCHOR 1 1/2" LOCATION TYP. 4° MAX. f 4" MAX. --- SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX VENT TYP. 4" MAX. ANCHOR LOCATION TYP. 'Al I 7 � MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX 13" MAX. O.C. I # J 60" MAX. FIXED - 1 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. f 4" MAX. 30" MAX. DAYLIGHT- - OPENING v 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING t I 0 30" MAX. — DAYLIGHT -- OPENING X ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 4" MAX. --�I 1 141/2" MAX C. TYP. / SEE MEETING RAII/DETAIL ._. 1;.(P. ( 69" MAX. _ DAYLIGHT - OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING ELEVATION "B" - ")OC" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT 1- 1 14 1/2" MAX. O.C. VENT HEAD &SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT as a witb tzefl At>rA.''.... BY rixdsot 13 nan48T F.K FJc: F.K letvead F.X bon= By F.K. Dera 3/25103 rs".rm": c Revistar Y bea: 7/10/03 Dew 12/17/02 CHANGE SHEET NO. REFERENCES ADD HINGE LOCATIONDETAILS CHANGE MAX. HT. TO 76* AM MAX DLO TO 69" 1070 TECHNOLOGY DRIVE NOIIOMIS. FL 34275 P.O. SOX 1528 NORMS FL 34274 XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT s",e4„eel CA -740 NTS see 3 a 13 7045-8 Lucas A Turner. P.E. PE 558201 Mechanical HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2° MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 37" MAX. WIDTH — r 60" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT — DAYLIGHT OPENING OPENING / 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT J 141/2" 4" MAX. O.C. ELEVATION "D" - "X° (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT r OPENING DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX O.C. 4" MAX. 4° MAX 4--- ELEVATION "E " - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MA DAYLIGHT OPENING 76" MAX. HEIGHT � — --- x -13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 4" MAX. I I---- -I -13" MAX. O.C. 4° MAX. --,-- 1--- 37" MAX. VENT - 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT ,RoouES nENEa� a emptying with tieP SuicUsg Oak • ;� eikki EapLatlae&tati ..M1L'4'A" kind B F.K 74,444: F.K Dor 3/25/03 6 ki B 7/10/03 Oars 12/17/02 Reerislans LLr°ed F.K CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76' AND MAX DLO TO 69' 5- 1070 TECHNOLOGY DRIVE NOI(OMIS, FL 34270 P.O. SOX 049 NOXOMIS, FL 1 34274 Vt i j'JeBettef E "X", °0" "XO" & "OX" ELEVATIONS nm ALUMINUM CASEMENT WINDOW, IMPACT anrmvm" CA -740 Sralff NTS 4 a 13 m.. " w 7045 -8 Lucas A. turret P.E. PE#58201 Medle"Mal COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 ` 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87A 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 - 49.8 49.8 -48.3 48.3 B,E -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 58.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 85.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 - 45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 422 -75.0 -39.7 70.0 39.7 reosv ralev - 't Reda s°,�, I,. - 2. _ i, mi • B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A `75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 j GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH Ate- ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.01 70.0 PROS RENEWED as sotmaying wh" Florkts s Coab J ilI - TABLE 2A. "X° WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. / �- O ( -� !! /- Lucas PE atA58201 P.E. Mechanical o .,d " Lb PX. Data: 325103 - - ADO GLASS TYPE E TO TABLES 18 4 1070 TECHNOLOGY DRIVE Now= FL 34275 P.O. BOX 1529 NOKOt415 FL 34274 V&ebly Better o"e PRESSURES = X CONFIG. WINDOWS R Dry: P1G LW. - 7/10/03 NO CHANGE THIS SHEET '� ALUMINUM CASEMENT WINDOW, IMPACT rear FX °°` B23/05 F. REVISE ANCHORS 8 ADD 78" HEIGHT OPTION Da"a 13, F.K. 9.. 12/17/02 mac 1 s " . "' a CA-740 _ NTS I 5 > 13 °a°0°°O 7045-8 D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) "XX" WIDTH 37 43 48 53 1/8 57 60 68 72 74 _ A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 • 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -74.4 .-68.4 61.8 -57.5 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 57 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60 NEG -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 X X GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE, 5 /16" LAMI -W/ 1/8 "HS,.090,1 /8"HS) TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3116 "HS) F.13/16" LAMI (1 /8'A,AIR SPACE,7116" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 A.S.F. Revs/18y Reo48. P...B F.K Daft 8W: cases Des: F.K 12/17/02 PavHW,e 0 REVISE ANCHORS 8 ADD TABLES 75'HEIGHTOPTION BY Maw PS Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Sedestiladat CA -740 Sealer Shoe . NTS 6 m 13 7045.8 �: B40183 OS '. N=1-'F161 Lucas 4. Tsmer. P.E. PE 958201 MechaNral 1070 TECHNOLOGY OWE NOKOMIS. FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 COMPARATIVE ANALYSIS TABLE 6. "O" 8'1/4412 -114 XOX` WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4807, FTL-4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1/8"HS,.090,1/8°HS) C. 7/16° LAMI (3/16"A,.090,3/16'HS) E. 13116" LAMI (1/81HS,318" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1181 -IS) F.13/16" LAMI (1/8`A,AIR SPACE, 7 /18' LAMI- W/3/16'A,.090,3116°HS) HEIGHT "0" ° X0X" 38 37 3912 42 45 48 5012 531/8 54 551/2 57 5812 60 Rawl Br FK Rr FJC Read I* F.K. am. sr FJ(. WIDTHS 72 74 79 84 90 98 101 106 3/8 108 111 114 117 120 cam 325/03 Date. 7/10/03 affi 6123/05 12/17/02 A B,E C,F A B,E C,F A B.6 C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A 6,6 C,F A B,E C,F A B,E C,F A B,E C,F A 13,E C,F 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -80.0 -75.0 -75.0 -90.0 -75.0 .756 -90.0 -75.0 -75.0 -90.0 -742 -75.0 -90.0 -72.9 -75.0 -90.0 Raman 8 Rev/skate C Rovbba D Maas cl Br POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 W.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -562 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POs 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 562 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 NEG -75.0 -75.0 -90.0 -73.7 -75.0 - -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 47.9 -75.0 -90.0 48.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -80.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 87.8 70.0 70.0 82.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38 318 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -621. -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -80.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 43.3 -75.0 80.0 42.1 -76.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 821 70.0 70.0 58.4 70.0 70.0 54.8 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43 NEG -80.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -83.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -88.9 47.5 -75.0 -84.3 462 -75.0 -81.8 -44.8 -75.0 -79.4 43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 65.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 43.6 70.0 70.0 ADD GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HT. OPTION me. 48 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -75.0 -90.0 -53.6 -90.0 -51.4 -75.0 -88.0 -48.7 -75.0 -812 -75.0 -76.4 -45.3 -75.0 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 -75.0 -67.3 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 70.0 70.0 45.3 70.0 70.0 43.9 70.0 42.5 70.0 70.0 41.3 70.0 69.0 40.4 70.0 67.3 50 5/8 NEG -51.1 -75.0 -90.0 -75.0 -90.0 -48.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -882 -48.6 -75.0 -80.9 -75.0 -44.2 -75.0 -71.1 -75.0 -70.1 -42.2 -75.0 -88.4 -41.2 -402 -76.0 -392 -75.0 -63.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 48.9 70.0 70.0 53.4 70.0 70.0 48.6 70.0 46.9 70.0 70.0 442 70.0 70.0 43.4 70.0 70.0 42.2 70.0 41.2 70.0 40.2 70.0 64.9 39.2 70.0 63.3 1070 TECHNOLOGY DRIVE NOKOMIS, R. 94275 NOKOMIS, FL 94274 54 NEG -75.0 -90.0 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -75.0 -81.8 -75.0 -75.0 -70.3 -42.2 -66.5 -41.9 -75.0 -65.4 -75.0 -39.8 -75.0 -38.7 -75.0 -59.1 POS 47.9 70.0 70.0 48.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 422 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.8 39.8 70.0 81.8 38.7 70.0 60.4 37.6 70.0 59.1 57 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -75.0 -90.0 -48.9 -75.0 -84.5 -447 -75.0 -76.9 -42.5 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -39.1 -75.0 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -73.3 -55.9 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 70.0 70.0 44.7 70.0 42.5 70.0 70.0 41.3 70.0 40.1 70.0 63.0 39.8 70.0 39.1 70.0 60.1 38.5 70.0 68.7 37.6 38.7 70.0 55.9 Visit4 Better 60 NEG -422 -75.0 -90.0 -41.1 -75.0 -90.0 -38.8 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -392 -75.0 -63.5 -38.0 -75.0 -80.0 -37.6 - 75.0 -59.1 -372 -74.3 -57.5 -36.7 -73.3 -38.1 -72.2 -54.5 -35.5 -53.0 POS 422 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 40.4 70.0 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 372 70.0 57.5 70.0 55.9 70.0 70.0 53.0 63 NEG -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -832 -41.9 -75.0 -39.7 -75.0 -692 -38.4 -75.0 -37.1 -74.3 -382 -72.4 -35.4 -70.8 -54.8. -34.8 -89.6 -532 -342 -68.4 POS 39.7 70.0 70.0 70.0 38.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 70.0 70.0 57.3 35.9 70.0 35.4 70.0 34.8 532 342 51.6 33.7 67.4 50.0 67 -55.01 55.0 -55.0155.0 -55.01 55.0 -51.11 51.1 72 -55.01 55.0 -52.61 52.6 -48.4148.4 -4521452 43.61 43.8 42.81 42.8 76 -55.01 55.0 -55.1if 55.0 -5321 632 -4621 452 -43.6143.6 40.81 40.8 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1 /4° TAPOONS OR 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. lar ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 7 /3 7045-8 1 1 2 1 4 0 Lucas fL Turner. P.E. PE 458201 Machardual COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3582 X XI 0 • 01 X •-Iro XI GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 318 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS _ 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 X 0 48 72 A -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 89.5 -87.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 71.9 70.0 -67.7 67.7 - 64.9 64.9 -82.7 82.7 -80.4 60.4 0 X 80 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 68.4 - 83.9 63.9 -80.0 60.0 -58.5 58.5 -562 58.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 81.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 -101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 66.4 -58.2 582 -55.8 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 - 43.1 43.1 70.917 106 3/8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 61.8 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 60.4 1 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.8 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TL -3582, FTL -3729 pRo> 'RBVtain ' 4o ' ' . r y� GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1/8 "HS) E. 13/18" LAMI (118 "HS,3 /8° SPACE,5 /16° LA ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" S HIGH 1-75.01 70.0 10. "XO" or "OX° & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16° LAMI (3118 °A,.090,3 /16"HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX° S IZES UP TO 111° WIDE x 63" HIGH 1 -90.0 F70.0 t ,a TABLE 10A. "XO" or "OX" & "1/3-1/3 -1/3 XOX" WINDOWS TL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/16" LAM ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" S 8H 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ' R°.* F.K 7M" 325/03 Rerffimee B ADD GLASS TYPE E TO TABLE 9 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 1302 1529 NOKOAOS,FL A PRESSURES -XO, OX, & 1/3- 1/3- 1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT m'"' Re.e4 By FK nets. 7/10103 Iterl.sw C NO CHANGE THIS SHEET Read Br F.K. Bm°' 023/05 Re.ebro: D CHANGE ANCHORS AND ADD 75" HEIGHT OPTION Pawn F.K. F.K 122 /17/02 der Mgr 1 Visibly Better CA-740 , NTS 8 a 13 7045-8 D COMPARATIVE ANALYSIS TABLE 11. "XO" or °OX° 8 "XOX° UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607. FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1!8 "A,.090,1/8"HS) B. 5118" LAMI (1181HS..090,1/8"HS) C. 7/18" LAMI (3/16 "A,.090,3116"HS) E. 13/16" LAMI (11814S,3/8" SPACE,5116" LAMI -WI 118"HS,.090,18"HS) F. 13!16" LAMI (1B "A,AIR SPACE, 7 /18" LAMI -W/ 3/18 "A,.090,3 /18"HS) HEIGHT WIDTHS 28 - 38 38 3/8 43 48 50 5/8 54 57 60 83 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS X 0 X UNEQUAL UTES 69.284 88.919 95.973 108.649 115.892 122 123.135 128.000 130 130.378 134 e mer FK awmeer•. FJC F.K. Ovmg, F.K 19.125 24 27 30 32 33.687 34 34.791 35.898 38 37 Cake 328/03 Deb: 7/10/03 area 823105 Omc 12/17/02 31.014 38.919 42.973 48.849 51.892 54.627 55.135 56.418 58209 58.378 60 Roaarm: 8 Re robs Remfum D r.,eer A B,E C,F B,E C,F B,E C,F A B,E 0,F A BE C,F A B,E C,F A 8,E C,F B,E C,F A B,E C,F A B,E C,F B,E C,F -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -48.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -422 -75.0 -90.0 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 48.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 -75.0 -75.0 -90.0 -83.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 75.0' -90.0 -44.0 -75.0 -90.0 -43.8 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 .41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 70.0 83.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 48.8 70.0 70.0 44.0 70.0 70.0 43.8 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 -74.1 -75.0 -90.0 -58.5 -75.0 -90.0 -82.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0, -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -48.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.8 -43.5 -75.0 -77.1 70.0 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 48.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 ADD GLASS TYPEE TO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76" HEIGHT OPTION O.a -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -552 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 78.8 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -89.1 -40.4 -75.0 -67.3 64.9 70.0 70.0 50.4 70.0 70.0 552 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 873 -60.6 -75.0 -90.0 -47.5 -75.0 -90.0 -52.8 -75.0 -90.0 -482 -75.0 -79.5 -45.5. -75.0 -732 -42.8 -75.0 -69.4 -42.4 -75.0 -58.8 -41.6 -75.0 -67.3 -40.4 75.0 -85.3 -40.3 -75.0 -65.1 -392 75.0 -63.3 60.6 70.0 70.0 47.5 70.0 70.0 52.8 70.0 70.0 482 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 "42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 85.3 40.3 70.0 65.1 392 70.0 63.3 1070 TECHNOLOGY DRIVE NOKOMIS. FL 3427$ P.O. BOX 1529 NOKOMIS. Ft 34274 -58.1 -75.0 -90.0 .44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.8 42.7 -75.0 -88.3 -414 -75A -75.0 -84:1 -402 -75.0 -38.9 -60.6 -75.0 -60.5 -75.0 -59.1 70.0 44.1 70.0 491 70.0 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 411 70.0 641 402 70.0 62.5 70.0 70.0 60.5 37.7 70.0 59.1 -41.8 -90.0 -42.0 -40.7 -75.0 -39.5 -61.0 -75.0 -80.5 -75.0 -59.2 -37.7 -37.6 -57.4 -73.3 561 70.0 41.8 70.0 46.2 70.0 70.0 40.7 64.8 39.3 60.5 70.0 59.2 57.6 57.4 38.7 70.0 V irib& Be rme -53.3 -75.0 -392 -75.0 -89.4 -43.8 -77.2 -40.1 -75.0 -38.6 -75.0 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 -58.5 -72.4 -54.7 -54.6 -53.0 70.0 392 70.0 70.0 70.0 70.0 401 70.0 68.3 81.4 37.5 70.0 37.3 70.0 70.0 36.2 54.7 38.1 70.0 54.6 70.0 53.0 -50.5 -90.0 -852 -41.1 -75.0 -38.6 -73.2 -58.8 -714 -71.0 -552 -35.0 -70.1 -34.3 -68.6 -34.3 -68.5 -50.0 50.5 70.0 70.0 38.9 70.0 41.1 70.0 70.0 70.0 63.1 38.6 58.8 35.7 552 70.0 88.6 51.9 68.5 33.7 67.4 50.0 -55.01 5E0 -513.11 so.1 -48.0148.0 bbStaelicdst a 13 -5E01 55.0 -55.01 55.0 -55.01 55.0 -42.81 42.8 -41.9141.9 -41.8141.8 .xcr & .Dx. WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or 'Kw & "XOX° UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16° LAMI (3/161-1E.090,31161-1S) ALL `XOX" SIZES UP TO 134" VVIDE x sr HIGH WITH 3r MAX. VINT IMDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 9T WIDE x 63" HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH TABLE 12A. "XO" or "or & •xor UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4808 ALL "XOX" SIZES UP TO 13e WIDE x 78° HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED VVIDTH AND ALL "X0' or "or SIZES UP TO 9r WIDE x Pr HIGH WITH 37' MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN 711E ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4' 854 CRETE-FLEX ANCHORS. 2. IF INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Tiler ALUMINUM CASEMENT WINDOW, IMPACT 7045-8 0 UNEQUAL LITES 0 UNEQUAL LITES con171y1.1.,trAiti the Flatlets Sulam C11:: Lucas A. Ttsmes, P.E. PE #58291 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT j MAX VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 0 n O I! , ... MAX. VENT I-- DAYLIGHT OPENING (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 J (- 7 I Vs Vof Render F.K Reader F.K Mm er- F.K Dar 3125/03 mro 7110103 Dada 8123/05 12/17/02 Rebislarr 8 Re.mas Rm&hK Checked*, ADD 13/18'L0. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 Dar 1070 TECHNOLOGY DRIVE NOKOMIS, IL 34275 P.O. BOX 1520 NOKOMIB. FL 34274 Pic" Visibly Better SECTIONS TRW ALUMINUM CASEMENT WINDOW, IMPACT s"e CA -740 abet NTS I 10 " 13 7045 -8 Row D Lutes A Turner, P.E. PE 058201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID —SPAN #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB / "O" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL A .095" I CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1,159" 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 —T6 DWG# 7003A 2.784° 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 —T6 DWG# 7005A .062" NOM. L " --I 2.784 FRAME HEAD, SILL, JAMB MATL: 6063 —T6 DWG# 7002A 2.919" F e7 F.K. Rene$. F.K. Rwa"B,: F.K. Dabs 3/25/03 Dater 7110/03 6/23/09 ae.m"n uswr x Oman8F Oar: Maas QK F.K. 12/17/02 NO CHANGE THIS SHEET NO CHANGE THIS SHEET AOO Ira 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EIGT EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Sam.actst sans I ai.., CA NTS I 11 or 13 Visibly Better 4 e r 7045 - 8 D PE 058201 Mechanical PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 08 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL &JAMBS 81 1155 781PQA 08 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 - INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16° LG.) 86 13/16" LG. GLASS (1/811$ AIR SPACE, 5116 °IAMI) 5/16" IAM= I (2) LEES OF 1/8"HS GLASS WITH A14.090 1NTERLAYER - SOLUTIA OR DUPONT PVB 13116" LG. GL ASS (1/81,1S, AIR SPACE, 7/16•IAME) 7/16" LAML= 3/16A & 3/16HS GLASS WITH AN.090 INTERIAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1/8'HS, AIR SPACE, 7 /16•LAMI) 7/16° LAME ■ 3/16105 & 3/16HS GLASS WITH AN.090 ENIERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) PARTS' LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 70 7011 7012 7019 7018 PGT. # 781PQA 781PQA 67017K 78X78PPSMS 7858ZA 710xI2FP 63P247 6163K 61635K 60976 78x12PSTW/B 67004 712X1PPT 711573 7FLD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 08 X 1 QUAD PH SMS FRAME CORNER KEY 12 "X12"X1/8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 08 X 1 QUAD PE SMS BULB WEATHERSTRIP .18711240 SASH CORNER KEY MAXIM MULTI -POINT LOCK , LOCK SUPPORT PLATE 010-24 X.562 PR PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.A.) 08 X .875 PR PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 08-32 X.375 PR PN. TYPE B STUD BRACKET (LIL & R.H.) 08 X 5/8" FLT. PILL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 410 X .500 PR PHL 5/16" LAMINATED (118A & 1/8HS GLASS) .090 1NTER AYER- SOLUTIA OR DUPONTPVB 5/16° LAMINATED (1/8115 & 1/8HS GLASS) .090 INTER AYEK- SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/161LS GLASS) .090INIERLAYER - SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3/I6HS & 3116106 GLASS) .0901NTERIAYER- SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16") GLAZWGBEAD (7/16") VINYL BULB WSTP (THICK) SILICONE -DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREENFRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 48 X .500 SQ. PN. TEK SMS CASEMENT FRAMEASS'Y. TUBE 012 X 1 "PIL PHIL TEK LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE 3!15/03 Damn 7/10/03 mos 12/17/02 ADD 13116 -LO. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET ADD EOUIV. TO ITEM 44. SILICONE AND ADD ITEMS 87, 88 AND 89 Da .706" .050" .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523° �rr .050° .865" ® 07/16" MATL: 6063 -T6 DWG# 7042 .040" r 1.000" .423" R--- 50 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 1070 KOMIS, OO5IVE -�- NO E C HN QY O 3417s PG. 80X 1518 NOX� IIS, FL 34274 Visibly Better Tea CA-740 I Sy, src NTS 12 m 13 ��u- 993" � .289" .040° j --j }-- .172" .870" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125 " -- - - 1 "r— .062" �l .093" PARTS LIST & EXTRUSIONS .050" J 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT mor 7045 -8 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' Z Lucas A. 1Lmer. P.E. PE 018201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM - ASEE N('T. Render FX. Read Sy: F.K Remelt* F.K. Or"wner F.K Trio 411' 1 1/2" L MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 112° OR MORE THICK eere: 3/25/09 7/10/03 Una 6123N5 Dater 12/17/72 B Ronlecres Rosvisioss c.eeder A 1x WOOD BUCK (SEE NOTE 3) 1 /4 " MAX. SHIM � A SEE NOTE 1 A SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE NO CHANGE T1415 SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE stir TAPCONS 8 614 SCREWS , my e /11111 I�nrnunnifu. Jo O I ••• 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK ASEE NOTE 1 1/4" MAX. SHIM A SEE NOTE 2 1070 TECHNOLOGY ORNE NOXOMIS, FL 34275 P.O. BOX 1522 NOKOMIS, FL 34274 A SEE NOTE 4 1/4" MAX. SHIM NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 114" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/T. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. PGT Visit& Better .- A 2x WOOD BUCK (SEE NOTE 3) _._1 1 1/2 �-- MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK —.-I 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE CA-740 A SEE NOTE 4 ANCHORAGE DETAILS NTS NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, IMPACT 13 m 13 A SEE NOTE 4 lx WOOD BUCK (SEE NOTE 3) il4 " MAX. SHIM � 7045-8 ASEE NOTE 1 SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1 ' Z 1 U(` Lune A. Turner. P.E. PE 258201 Mechanical J 2 -#' 4- 1 A ( 2 -sSiot , 204 e 2=2 /A LA I L ib/ MIAMI 56 Wes° , 1114 i 1 54 , )(L ' , 114 7 Lailt' l COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion- L.M,I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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 renews and revises NOA # 04-0528.05 and consists of this page 1 and evidence pages E-1- and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 i' PGT Industri NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test; per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration. Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 eV Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B "C" OR "0" AT BOTH ENDS AND (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = HI ANCHORS DETAIL A ANCHORS DETAIL A W = W 1 +W2 +W3 H = H1 +H2 ANCHORS DETAIL "8 ", "C" OR "D" AT BOTH ENDS, AND AT BOTTOMS MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +1.12 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 NOTES; MULL LENGTH = H1 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. obert L' Clark, P.E. PE #39712 Structural ANCHORS DETAIL 'B ", "C" OR ' • -" ANCHORS DETAIL "B", "C" OR D" BOTH ENDS TO BE USED ONLY 1070 TECHNOLOGY COVE NOKOMIS. FL 34275 P.O. $0X 1529 NOKOMIS F7. 34274 w = W1 +W2 ( WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS WITH F.K. 5/ PGT (INDUSTRIES PRODUCTS 30/06 1 � NOTES 5 & 6 R FK*. 5/06 C CH. REFS. P.J.P. 48/00 1 " HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Smba /Modet Scdx Sheet Oroa(ng Nu. MULLS NTS 1 a 7 6221 (1) WINDOW MULLED_ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W PRODUCT RENEW= _ as aemq u. ,r� rrwr 0} Aloe J.., -0 Rev. D Milk i I 11 II i 3—_,.. _.__vi ANCHORS DETAIL "B "C" OR "0" AT BOTH ENDS AND (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = HI ANCHORS DETAIL A ANCHORS DETAIL A W = W 1 +W2 +W3 H = H1 +H2 ANCHORS DETAIL "8 ", "C" OR "D" AT BOTH ENDS, AND AT BOTTOMS MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +1.12 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 NOTES; MULL LENGTH = H1 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. obert L' Clark, P.E. PE #39712 Structural ANCHORS DETAIL 'B ", "C" OR ' • -" ANCHORS DETAIL "B", "C" OR D" BOTH ENDS TO BE USED ONLY 1070 TECHNOLOGY COVE NOKOMIS. FL 34275 P.O. $0X 1529 NOKOMIS F7. 34274 w = W1 +W2 ( WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS WITH F.K. 5/ PGT (INDUSTRIES PRODUCTS 30/06 1 � NOTES 5 & 6 R FK*. 5/06 C CH. REFS. P.J.P. 48/00 1 " HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Smba /Modet Scdx Sheet Oroa(ng Nu. MULLS NTS 1 a 7 6221 (1) WINDOW MULLED_ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W PRODUCT RENEW= _ as aemq u. ,r� rrwr 0} Aloe J.., -0 Rev. D ' PGT I x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO . FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION ° MULL= }° MIN. 2h(TYP) 2" OR 4" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 FOR 1 " MULL "4" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" 2 OR 4 ANCHOR EMBED. SEE NOTE 2 W000 BUCK\ PGT lx MULLION SEE NOTES 2 & 3 MIN. 2h(TYP) 1 TYP CAL. MULLION TO STRUCTURE WITH NOTES: W000 BUCK. DETAIL "B" SEE NOTES 2 & 3 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADS COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1 °• • 2. FOR WOOD APPLICATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS OR 1/4" f SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CUP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1x MULLION WOOD BUCK REMOVED TO CONCRETE 1 SEE NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1 x MULUON -- g /d6G Robert L Clark, P.E. PE #39712 Structural SEE NOTE 1 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 WOOD MIN. /- BUCK "( TY P) 1h(T1P MIN— 2 ( ) 1 8 (TYP SEE ; - - NOTE 1 • 2° OR 4 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" Z" OR 4 " •• O F.K. • R 53/04 O,a.a by P.J.P. 428/00 /—WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D° TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.K* 5/30/06 D ODIFY NOTES 3 & 5 C—ADO EMBED. DETAILS #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 1" H EAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Sertes/Modek Scofe: Sheet O, ,g No. MULLS NTS 2 of 7 6221 Rem. D 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG 11099 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 f x 4 x 3/8 IF 1 15/16 1 3/8 3 3/16 A/2 A TWO (2) ANCHOR ® THREE (3) ANCHOR LOCATIONS LOCATIONS 8 MIN. PINT O ONE (1) ANCHOR ©T W OHOR LOCATION LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MIN.TYP. © FOUR (4) ANCHOR LOCATIONS (2)EO.SP.@ (A- 3/4)/2 MIN. THREE (3) ANCHOR LOCATIONS Robert 1. Clark. P.E. PE ¢39712 Structural T IN� ES 1070 1ECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOt1IS, FL 34274 MIN.TYP. (4)E0.SP. @ (A- 3/4)/4 Ravad e� F. K. Omen 9y: P.J.P. Se+hs/Ltadeh MULLS D S X (6) ANCHOR LOCATIONS MIN. FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.K. 30/06 D CHO THIS SILT r /06 428/00 —� ADD 0!M.&N0 af enmolgt e,..ru fl $ aiam. � .rr��is�n Description: 1" HEAVY WALL, ANCHOR LOCATIONS fua: ALUMINUM TUBE CLIPPED MULLION Sadie 3 DrarIng Na. NTS a 7 6221 Rev: D 2 1 3 8 1 1 4 4 8 2 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 21 32 4 ra765; obert L Clark P.E. PE 539712 Structural 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ntkr 1070 F7. 3 4277$ 5 NOKOMIOMM ALUMINUM TUBE CLIPPED MULLION ^.n, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3 4 RAF 9 K y . 5/3%6 D NONO � 1H1S SHT F.IC 5/5/06 C NO cHG 1H1S SHT Dra P. 4/28/00 oe�rauo2 1 " HEAVY WALL, MULLION PROFILES SerteeA todeh Sc otia: Sheet: Drawing No. Rev: MULLS 1 X 4 a 7 6221 • D 11 I� Y / 1 •313 2 1 L442 54114 zc 1 sI ,5948 2ii,2t� , tom 50.625 2 -427 to 54 0 wal 64 Lox- 63 66 72 Z 76 78 84 90 g 96 108 111 ' ANCHOR CHART 2. - 1x2.75x.375 CUP TO OPENING CLIP TO MULL ANCHOR CLIP TO OPENING CLIP TO MULL 0 42 48 50.625 54 60 63 66 72 76 78 84 90 96 OPENING WIDTH IN INCHES 50 (2) A (3) B (3) B ,,170 _170 170 166 145 131 113 86 73 67 54 43 36 25 23 50 (2) A (2) B (1) 155 129 115 94 67 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 17Q 152 131 113 86 73 67 54 43 25 23 60 (2) A (2) B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 60 (2) A (3) B (3) B ' 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 CHART 1. -1 x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 70 (2) A (2) B CO 134 107 91 73 51 44 38 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 '135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 24 20 18 (3) A (3) B (3) B 170 170 170 165 116 99 65 54 50 32 26 18 17 100 (2) A (2) B (1) B 130 99 80 22 18 17 80 (2) A (3) B (3) B 170 154 140 126 101 90 77 58 49 45 35 28 23 16 15 110 (2) A (2) B (1) B 130 99 80 63 42 35 30 64 44 37 32 62 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 77 58 49 45 35 28 23 16 15 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 90 (2) A (3) B (3) B 170 150 136 121 100 84 72 54 45 41 32 26 21 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 (3) A (3) B (3) B 170 170 170 146 100 84 72 45 41 32 26 21 160 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 100 (2) A (3) B (3) B 170 149 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B (3) 170 170 170 142 96 80 68 50 42 38 30 24 19 110 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 77 65 40 36 28 22 18 120 (2) A (3) B (3) B 170 149 134 118 92 76 64 46 38 35 27 21 17 Robert L Clark, P.E. PE #39712 Structural (3) A (4) B (3) B 170 170 170 141 92 76 64 38 35 27 21 17 130 (2) A (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 28 . 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 (3) A (4) B (3) B 170 170 170 141 92 76 44 36 32 24 19 15 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, . EMBED. (1 1/4") OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Vertical Mull Mull Length Width Horizontal Mull Opening With Mull _1 Length Multiple Mul ad Units Mull Length Width TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Fr Revisform D-NO CNC THIS Siff Nosiolonsc C-MARKED REVISIONS 1 HEAVY WALL, PRESSURE CHARTS 1 & 2 NUN ALUMINUM TUBE CLIPPED MULLION MULLS NTS Shoot Omen No. 6221 Row CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL w Z 0 z D m 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 OPENING WIDTH IN INCHES 50 (3) B (2) B 170 170 166 152 133 125 118 106 91 67 54 44 31 29 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 67 54 44 31 29 60 (3) B (2) B 170 160 148 135 117 110 103 92 77 71 57 46 38 26 24 (2) A (4) B (2) B 170 170 169 155 134 126 118 92 77 71 57 46 38 26 24 70 (3) B (2) B 170 148 136 124 106 99 93 81 68 63 50 40 33 23 21 (2) A (4) B (2) B 170 169 156 142 122 114 107 81 68 63 50 40 33 23 21 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 44 36 29 20 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 29 20 18 90 (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 Vertical Mull � Width Mull Length Horizontal Mull Opening *1 th F— Mull Length Multiple Mulled Units Mull Length Opening Width 100 (2) A (4) B (2) A (4) B (2) B 170 158 143 128 107 99 90 67 56 51 40 32 26 18 17 (3) B (2) B 170 137 123 109 90 83 77 63 52 48 37 30 24 17 15 (2) B 170 157 141 125 103 95 85 63 52 48 37 30 24 17 15 110 (3) B (2) B 170 137 123 108 88 81 75 60 49 45 35 28 23 15 Robert L Clerk, P.E. PE #39712 Structural (2) A (4) B (2) B 170 457 141 124 101 93 82 60 49 45 35 28 23 15 120 (3) B (2) B 170 137 123 108 88 80 73 47 43 33 26 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 43 33 26 21 FT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. BOX 1529 NOKOMIS, FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 46 42 32 25 20 Rev Revad 9y F.K. Omen By: P.J.P. (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 Serko/Modek MULLS 160 (3) B (2) B 170 137 123 108 88 80 73 58 45 40 30 23 18 5.30/06 55/06 48/00 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 23 18 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 7/4 TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 0—NO CHG 1N15 SHT t � REV(51ONS 9I oeaclFUan: 1 " HEAVY WALL, PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION &We: Sheet: NTS 6 4, 7 Drawing Na. 6221 Rev. D . is No CHART 4. - 1x4x.375 P . & TYP. ANCHOR CUP TO OPENING z 5 CLIP TO MULL& 42 48 50.625 54 60 63 66 73 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 60= 70 80 90 100 110 120 ..130 160 (2) A (4) B (5) B 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 138 112 92 64 59 27 - (2)A - (3) A (4) B (6) B (5) B 170 170 170 170 170 170 170 170 170 170 159 150 , - 134 125 121 111 78 54 50 22 (5) B 170 170 170 170 170 ', 160 148 117 95 78 54 50 22 (2) A (4) B (5) B 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 19 (3) A (6) B (5) B 170 170 170 170 170 165 140 129 102 82 67 47 43 19 (2) A (4) B (5) B 170 170 170 169 143 133 125 110 102 99 90 74 60 42 38 17 (3) A (6) B (5) B 170 170 170 170 170 170 170 148 126 116 92 74 60 42 38 17 (2) A (4) B (5) B 170 170 170 162 136 126 117 103 95 92 83 67 54 37 15 (3) A (6) B (5) B 170 170 170 170 170 170 166 136 116 106 83 67 54 37 15 Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width Mull -1 Length Multiple Mulled Units \Opening Width Mull Length (2) A (4) B (5) B 170 170 170 158 131 170 170 121 112 90 87 62 50 34 31 (3) A (6) B (5) B 170 170 170 170 170 170 156 127 108 99 77 62 50 31 (2) A (4) B (5) B 170 170 170 170 170 157 128 117 108 94 86 83 73 47 34 32 29 (3) A (6) B (5) B 170 170 170 170 170 169 150 120 102 93 73 58 47 32 (2) A (4) B (5) B 170 170 170 157 127 116 106 91 83 80 69 44 30 27 (3) A (6) B (5) B 170 170 170 166 145 115 98 89 69 54 44 30 27 (2) P‘ (4) B 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 (3)A •(6) B `(5)B 170 170 170 170 170 165 144 112 95 87 66 52 42 28 26 (2).A (4) B . (5) B 170 170 170 157 127 116 105 88 79 75 62 38 25 23 Series/Model: MULLS (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN I5 BASED ON OPENING WIDTH. FOR MULTIPLE„ UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME: SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS D —� C HG THIS SHT Revisions M RK ED REVISIONS F.K. 5/30/06 R F. K. 5/5/06 Drown By. e P.J.P. 4/ 28/00 Seale: NTS Sheet 7 ar 7 Wiall6a1514111.5. Dbaniptbn: 1 " HEAVY WALL, PRESSURE CHART 4 nee ALUMINUM TUBE CLIPPED MULLION Droning No. 6221 Rev. D MIAMI -DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2 "x Heavy Wall Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6223, titled' 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, dated 04 /28/00, with revision "C" dated 05/03/06, prepared by PGT Industries, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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 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 bf this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 04- 0528.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. tziA sA 30 se, IDA 13#,I A,i • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page 17 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04 /28/00, with revision "C" on 05/03/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (OOconfiguration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, P.E. E -1 C::::: Jahn aime D. isascon, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 } PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23/06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.06, issued to PGT Industries for their 2" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06 /28/06. 2. Letter from consultant dated 04 /21/06, stating that the product is in compliance with the Florida Building Code (FBC). E -1 Jaime D. + n, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 ANCHORS DETAIL "B ", "C" OR 'D" AT BOTH ENDS AND AT BOTTOM H MULLIONS W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DEIEHMIN!NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1 +142 MULL LENGTH = W OR Wl +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A 1 W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 01? W2 +W3 MULL LENGTH = HI NOTES: 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL 6 ", "C" OR D" AT BOTH ENDS AND AT BOTTOMS / Raba{ L. Clark, P.E. PE 09712 Structural ANCHORS DETAIL "B", TO BE ANCHORS DETAIL "B", "C" 01? D" BOTH ENDS i W W = W1 +W2 WS MULLE INDUSTRIES 1070 TECHNOLOGY OR/VE NOKOMIS, FL 34=75 P.O. BOX 1529 NOKOMIS FL 34274 FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H Red By. F.K. F.K. Orovm By P.J.P. ommwkn: nee: SertesAModeh MULLS USED ONLY WITH PGT INDUSTRIES PRODUCTS T.N./ 5 3/06 428/00 2" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Srnle: NTS H = H1 +H2 (1) WINDOW MULLED ;' W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 4-H2 MULL LENGTH = W Revbioro: 8- REVISE ANCHORAGE Revisions: C -NO CHG THIS SHT Sheet 1 ors Dm.4, No. 6223 LION nee., �.,rrnt�sr. .061 R _ f. 1 . / / k , / alr if M2 �W --- i'-'1 I 1 ,1 W2--d ANCHORS DETAIL "B ", "C" OR 'D" AT BOTH ENDS AND AT BOTTOM H MULLIONS W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DEIEHMIN!NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1 +142 MULL LENGTH = W OR Wl +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A 1 W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 01? W2 +W3 MULL LENGTH = HI NOTES: 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL 6 ", "C" OR D" AT BOTH ENDS AND AT BOTTOMS / Raba{ L. Clark, P.E. PE 09712 Structural ANCHORS DETAIL "B", TO BE ANCHORS DETAIL "B", "C" 01? D" BOTH ENDS i W W = W1 +W2 WS MULLE INDUSTRIES 1070 TECHNOLOGY OR/VE NOKOMIS, FL 34=75 P.O. BOX 1529 NOKOMIS FL 34274 FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H Red By. F.K. F.K. Orovm By P.J.P. ommwkn: nee: SertesAModeh MULLS USED ONLY WITH PGT INDUSTRIES PRODUCTS T.N./ 5 3/06 428/00 2" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Srnle: NTS H = H1 +H2 (1) WINDOW MULLED ;' W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 4-H2 MULL LENGTH = W Revbioro: 8- REVISE ANCHORAGE Revisions: C -NO CHG THIS SHT Sheet 1 ors Dm.4, No. 6223 LION nee., �.,rrnt�sr. .061 R PGT 2x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLION FOR 2" MULL 1 PGT 2x MULLION— TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" 2" MULL =1" MIN. 2h(T ? 2 MIN. W000 } /—BUCK 2 ) fb(TYP) 1 -4" OR 6 °1 f MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" #12 FH SMS PGT 2x MULLION STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 #12 SCREW, SEE NOTE 3 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". ELCO 1/4" SS4 CRETE —FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE —FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE 1 14 MIN. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 2x MULLION— Robert L Clark, P.E. PE 139712 Structural WOOD /-BUCK / 2�( +P18(TYP 1070 TECHNOLOGY ORNE NOKOMIS, t 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Rend By: F.K. Grown By. P.J.P. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C", #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R F K 9/06 h R atiebne: 5 3/04 C — N0 CHG THIS SHT Dater 4/28/00 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & 3 Title: ALUMINUM TUBE CLIPPED MULLION Sese /Mode: Style: Sheet Growing No. MULLS NTS 2 a 5 6223 2" HEAVY WALL, CLIP INSTALLATION DETAIL Rev. C 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP W/TABS REMOVED EXTRUSION DWG #513 MULL SIZE 2 x 4 x 1/4 2 x 6 x 1/4 i MIN. MAX. t CUP LENGTH CHART FOR 1 x MULL 3 7/16 5 7/16 iMIN. (TYP) /2 g MIN. FROM ENDS (TYP) MIN. (n) (3) ANCHOR LOCATIONS I • L'A 1/2 .6' (3) ANCHOR LOCATIONS g MIN. MIN. 3 MIN. 1 MIN. (4) ANCHOR LOCATIONS iMIN. FROM ENDS (TYP) MIN. r g (TYP) (4) ANCHOR LOCATIONS NOTES: 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTA770N ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. MIN. £6) ANCHOR LOCATIONS g MIN. FROM ENDS (TYP) L A/ 2 + (6) ANCHOR LOCATIONS L Clork. P.E. PE DE712 Structurol TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 M 3 EQ. SP. S ` (4'-3/4)/3 3 EQ. SP. F Drawn By: P.J.P. 9 1 MAX. (8) ANCHOR LOCATIONS 79/06 ri/OD rA13/00 Revisions: B-ADD 3-4 HOLE APP. Ravish= -ADD MISSING DIM. MIN. MIN. MIN. rassecresimess - wenettrobagiftria 5-09 1 2" HEAVY HEAVY WALL, ANCHOR LOCATIONS Tffile: ALUMINUM TUBE CLIPPED MULLION SertesAladek MULLS Scale: NTS shmt 3 of 5 Drawing No. 6223 Raw 32 4 1 4 12 2 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 2 52 1 4 1 4 1 2x HEAVY WALL MULLS MAT'L: 6063 -T6 Robert L Clark, P.E. PE #39712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 R 9. R* 11 Dram By: P.J.P. Description: ADe: 2" HEAVY WALL, MULLION PROFILES 79/06 3/06 48/00 ALUMINUM TUBE CLIPPED MULLION Serbs /YOdak MULLS Sob: i 6 Rewsbns: B —NO CHG MIS SHE Revisions: C —NO CHG 7FIGS SHT 4 ,f 5 Drawing No. 6223 R� 6 Got 144 *eel ID CHART 2. - 2x6x.250 $ ANCHOR (3) A (4) A TYPE & QTY. (6) B (8) B OPENING WIDTH IN INCHES 60 70 8 90 100 110 120 130 160 (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (6) B (8) B (6) B (8) B (6) B (8) B (6) 8 (8) B (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 -1-14 144 ANCHOR TYPE & QTY. 42 48 30.&25 60 63 66 72 76 78 84 90 96 108 111 144 170 170 s , 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 165 170 144 170 --440 170 105 1 (3) A (6) B 170 170 1 70 170 170 170 170 170 170 170 177 163 151 107 98 45 (3) A (6) B 170 170 170 170 170 170 170 170 170 167 153 , 141 129 90 83 37 170 170 170 170 170 170 170 170 170 166 153 142 (3) A (6) B 170 170 170 170 170 170 170 166 154 149 136 125 112 78 72 32 170 170 170 170 170 170 170 170 170 170 170 170 170 119 154 123 163 89 90 (3) A (6) B 170 170 170 170 170 170 170 152 141 136 124 113 100 69 63 28 170 170 170 170 170 170 170 170 168 162 148 136 125 109 105 78 (3) A (6) B 170 170 170 170 170 170 170 142 131 127 114 104 91 62 57 26 170 170 170 170 170 170 170 170 170 170 170 170 167 141 133 78 (3) A (6) B 170 170 170 166 154 135 83 57 52 23 170 170 170 170 170 170 170 165 154 148 134 123 113 98 94 69 170 170 170 170 170 170 170 170 170 170 170 164 151 125 118 69 CHART 1. - 2x4x 250 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 (3) A (6) B 170 _ 170 170 170 170 170 170 162 149 129 119 114 102 92 78 53 48 21 _ 170 170 170 170 170 170 170 154 143 138 124 113 104 89 86 61 (3) A (6) B 170 170 170 170 170 160 146 125 115 110 98 88 73 49 45 20 170 170 170 170 170 170 170 170 170 170 166 151 139 112 106 61 (3) A (6) B 170 170 170 170 170 159 145 123 112 107 94 85 69 47 43 18 170 170 170 170 170 170 168 146 135 130 117 106 97 83 80 56 (3) A (6) B 170 170 170 170 170 159 145 122 109 104 124 119 90 79 107 97 63 41 37 16 170 170 170 170 170 170 170 170 170 170 155 141 129 102 97 56 170 170 170 170 170 170 162 140 129 124 111 100 91 78 75 51 170 170 170 170 170 170 170 170 170 165 148 133 123 95 89 51 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1/4" TAPCON B. #12 SCREW 6. R&. i L l:larY ?.E PE 1)39712 Structural 170 170 170 170 170 170 159 136 125 119 106 96 87 73 71 47 170 170 170 170 170 170 170 170 166 159 142 127 115 88 83 47 170 170 170 170 170 170 158 134 122 116 103 92 83 70 67 44 P.O. BOX 1529 NOKOMIS, FL 34274 170 170 170 170 170 170 170 170 162 155 137 123 109 83 78 44 FT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 170 170 170 170 170 170 158 133 119 113 98 86 77 63 61 37 RBy Re B . F.1C Sarre, /Mode: MULLS 170 170 170 170 170 170 170 170 159 151 130 116 98 73 68 37 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Drown By: Date: Vertical Mull Mull Length Width Horizontal Mull Opening Width Multiple Mul ed Units Mull Length Width NTS RovIslomn B—REWSE ANCHORAGE Shoot 5 of 5 IPINAMTBEVISSD -OS 5428 2" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION Drawing No. Row Office:(305)225 -8374 Fax. (305)223 -1898 SERVING MIAMI DADE FEORIallfAND ' SE @ONSUITANTS Roberto Gutierrez� CeII: 786)35 =90 ..fluc @bellsou[h.net SPT.@1'. l 17ING IN 1I' 1 O OWING I ORIES: er All Building Permits - .� �'= :E: �ne " Zom'ng g PlansiProcess i nQ & Cour c erctce ,5 Recording of : 1ny Legal Docuts Occupat censes v........ t+� l z, Violation Closing Open`andIExpttt' —' AirdilliiielrIVIo re... 2e 774e 2612 /'('l /L "(jC4i j