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WS-06-2862Issue Date: 12/4/2006 Owner's Name: JOELLE FRANCK Permit Type: Windows /Shutters Work Classification: Repair Job Address: 181 110 Street NW Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 06/02/2007 Contractor(s) Phone Primary Contractor SEARS HOME IMPROVEMENT PRO (305)341 - 5663 Yes Additional Information Type of Work: WINDOWS /SHUTTERS No of Openings: 18 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Permit Status: APPROVED Permit Number: WS -11 -06 -2862 Phone: Parcel #: 1121360030500 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 15,000.00 Required Inspections Final Fees Due Amount CCF $9.00 Education Surcharge $3.00 Permit Fee $280.00 Scanning Fee $12.00 Technology Fee $7.00 Total: $311.00 Invoice Number WS - 11 - 06 - 26830 Total: ell- )1Niz Amt Due $311.00 Amt Paid DEC 0 5 PAID NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 01/02/2007 Inspector: Grande, Claudio Owner: FRANCK, JOELLE Job Address: 181 110 Street NW Project: <NONE> Miami Shores Village, FL Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Building Department Comments Tuesday, January 2, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Repair Block: Phone Number Parcel Number 1121360030500 Lot: Phone: (305)341 -5663 Passed 0 Failed Correction Needed Re- lnspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. JAN 0 2 2001 nspector Comments Page 1 of 2 Permit Type (circle): Owner's Address (V ( t L. l (® (S+ City M i r State 1'Z- Tenant/Lessee NameXE - Contractor's Company Name Contractor's Address b024, $ Value of Work For this Permit' 54 bO Type of Work: Describe Work: Submittal Fee $ Notary $ Scanning $ i 2' ['Addition ❑Alteration IzErLece. Code Enforcement $ Total Fee Now Due $ I l 00 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING � g�gIIV� PERMIT APPLICATION NOV 2 7 2006 Fsc 2001 BY:._.Ld�f.�ati Cit 1- 00lyW(V Qualifier LhL W.rD State VI, Zi p { +v`!/ LI Structural Plan Review. $ Permit No.U0i OaDa) 4 9. aster Permit No. g Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) a eGv, Phone #(43)3,68 ` 49 �► Zip a31a® Phone # Nv�. Job Address (where the work is being done) (( r MLA. ((0 �I City Miami Shores Village County Miami -Dade Zip 3 3 Is Building Historically Designated YES NO if fir \ I K' J i'll E • ' w .7 State Certificate or Registration NaCG t i25'38 Certificate of Competency No. Architect/ Engineer's Name (if applicable) J OIIJ OM, S LIYal . Phone bo S) t - 5603 Square Foo ge Of Work: R p ir/Replace ❑ Demolition WS A Jb LdSTOL SNV1�S ****************************9 *** Permit Fee $ CCF $ t u./ CO /CC Training/Education Fee $ 'O Technology Fee $ Ty? Radon $ Zoning Bond $ 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. 27 / l The foregoing instrument Pu.° ;c 1P4- bylex Mustelier M omm • mcogrestre LIC: OR fe ! e thi Signatur day of who is personally NOT Sign: Print: My Commission Expires: neronkg APPLICATION APPROVED BY: ohc 05/13/03 As identification and who did take an oath. Signature ' The for day of ° who is per wio has jug ETA PUBUC -STJ'• E 0r' t anon arg commis._' ' # DD Expires: CT. U A71ANfi- NOTARY PUBLI Sign: Print: My Commission Expires': * * * * * * * * ** ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** d before me this 1 ) ced 1( )iiT - e an oath. 9r 33 J.. J1.0 ire CO., INC. Plans Examiner Engineer Zoning • • miff nue Hifi min i1111 11111 .. • • cFN 2006R1253568' OF: OK .25125- N ,3432i 1 :1p9) • rtimrinummut • RECORDED 11/2712006 10:20:26 • - HARVEY MIN, CLERK OF COURTF MIAMI-DADE COUNTY? FLORIDA ' LAST PAGE • NOTICE OF COMMENCEIVIENT The undersigned hereby gives notice that improvement wilt be made to certain realproperty, and in accordance with Chapter 713, Florida Statues, the following information is provided in the Notice of Cernmencement: 1. DESCRIPTION OF PROPERTY (Legal deacription and street address, ifavailable) TAX FOLIO NUMBER: a I 3L 03 C60 • smorws siort&I skpcs E • BLOCK2 TRACT "*"--** LOT _ BLDG UNIT •""""" 2. CFNiFtAL DESCRIPTION OF IKPROYEIVIENT: C iNr•■.:e cif 3. OWNER INFORMATION: 1. Name 3CA 2. Address (81- kio.-- 110 3. Interest in Property .4. Nasee address of fee simple titleholder (tlathe-Ethan Owner) 4. CONTRACTOR' S NAtvLE, ADDRESS AND PHONE NUTKDER: • LIC. # CGC012538. rr. • - = : SEARS HOME IMPROVEMENT . 5. SURETY'S NAIVLE, ADD4% EFI R: ALFRED NYMAN •: LONGWOOD, FLORIDA 32750 6 Lrairmare NAME, ADDRESS AND PRONE NUMBED: 7. Persons within the State of Florida designated hy Owner Upon w . 713 . 1 3(1Xa)7., Flerida Stan • kAzi.IKAtronss, AND miorrx-rrumipt . . •F;:tis: •:•:. „. • a s FLORIDA, COUNIN OF DDE I HEREBY CE , , .ForidaStandeic 8.• te himself or herself, Owner designates the follruVing to receive a copy of the LICAtjel3Notice as provided in Eection 713.13(1)(b), • . . . - NAhirg, ApDRESs, AND PlIONEND84131tit: • . • • . . r . Expiration date ofnoftce of c.onunencement (the expiration date is 1 year from the date ofrecording unless a ditfirrent date is specified: ' .. .. 'i'?i______N,__7_______ ,.20 • • ' ?repokft-4-, Lt . JORGE CARO • 13808 KENDALE LAKES OR. . MIAMI, FL 33183 n't4 63 1 11Mbilitt 4 514.14 ' (305) 28243254 • STATE OF FLORIDA cot) SWORN TO (OR AFFIRwiD) AND SUBSCRIBED agFORB) E niris PER-VONALLY KNOWN r TIDE QF JDEfrfc4rj0NpJOflUo - PAINTED NAME OF OWNER 0 .0.10 Po. Notary Public State of F lorida • 4 ; Alex Musteiier My Commission DD431780 PRODUCED IDENTIFIC4770N ( DAY OF 5(1 --,,, - • '• •• • • • Job Name:Franck Product AppmaliFprip..i • • • • Eier Litibt-1 4.9 aT ttati ( A ) s OlitZ s /Doom s o44) 9/10 ?Ma s Location Rough Opening Product Acceptance hhenber P Wed • • • • Design mint • • Paghtne•ndlinfl FWd - , 1 , Tested Shutters , , Opening Site - , , YIN i 0 PSF • • (4 P • (*) . - ) PSF I S i l bed L1 4 isic0 e k t - o - l o w - 0 3 'A2. - 4 - 53. /2)- -7/. oc. 5Srek 4to 2 514 tS • 4 1 5 0(10 -0 a , 3 6to. - • • : _:- 1 ittveY. •5...? -7. 6 63 Y 5 .6147 Lt v i t>ii . , 13 Aso KE0 1-: : I 1-%.4•. S' 0-s -- 52 , 8 y 5348*- v LI rots tvcd ) 551(502, c6 -6r. 1 se gl 7 s 1-0)At- uta v bisi exa 1. l y.8 -i tzsr51 y 0 4 1 - -L1/6- g S3 . ?1 -- .?0 53 ic fit rice 2. 3 -x5177- 05- tta_c141 a 0 --5040 c ? 7 -2/. ?o 33-sc -'- be d 3 SI - 5 (:*'" Ital. c) el _310-0 6t.D. - 4- -916- 0 3. • , 3 3-0c- (93 S4 B cd 3 3 gie-dr1pto.cs3 - 13- 1 6 3 ,'? w.. R 0 531"1c144 t( el SW c-'- 1 icalsw39 c$to -011:x0.035 - / eick 6 ry, )2 - S 3 vick qt g 10 Sk ba+ 7. ri Je38 ig eit; 01-610 4) . 1- _- 10.0 ry, j 3 s 3 63 kqta ttr u Pt) F-Cim ilq - la v1.0-1 CY-1-- 117_0.05 iRS. 5 ,-- -1-a. Lit /7 -4, , 4 . is-- qua- x 412 ¥. PO -fatvEgi-/ -- 4-.4-ic IA og-t2-0- c6 - - _ , V7 -.61, I .r Ctotorkek, f igal i P) ea 4 31-v50 if)- i12-1. Col .70_0 -Pia 0 ,'"ii, - 7), Iftil & 4 33 ' 1 2-v 50 c>te oliPie,g) 61..e. - eio-o s" V, 3 6 -s € ot 3tlgk rill c. 3342,k50 m --o 41 5Lp. - cm • s V, -_--73 631rs sc. lc, ItUJ e,ect 4 -1 31-k50 - o -3-01.... 03 5 ;1-- - goo 11,1_62 11-11eMlls's 3.fiEll I5 MN .34x 60 ot. -Q 5 ta - 1 - cia 0 IMEPIIIIMMI 53 se Ito Ini 5i4 6eci • LI . 3 icSo IIMIMMIZEni - cto.6 ..5 3.6 aggign63 k q(.0 - MEIN Mitleinn \g#-c- I• A WM- ll MIME MI I-xx RERIMInsirralm ook miongsmi - man ,74, 111 , 11Lji; , 111 . 11 4 va a A 'r Job Name:Franck Product AppmaliFprip..i • • • • Eier Litibt-1 4.9 aT ttati ( A ) s OlitZ s /Doom s o44) 9/10 ?Ma s NAME 0 -an 4.nc.{r-- 5q Irl(o3i ADDRESS tat tJw (1 0 S$ * tV11� i2, 3� t to � 5 r C.tt He!q fit GU aJ...L TLipe -_ e as 44 61 opervmd (L Se-ie6 r (ri cv tc� Yes UJ - 30 t_ mo F1 - Fier 07104 Liu` tl • • • ..• • . . •• • • • • • • • • • • . • CUSTC:MCF1 X • • • • • • • • • • • • • • CUSTOt ER APPROVAL X Haw IMPROVEMENT PRODUCTS • •.• • • • .•- • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • .. • • • • • •• - DATE •• • • • •• ••• •• • • • • • • • • • • • • • • • -• I • • : • • ;• •*(1• • • • • ••• . •• tA3tnplAx,i s 0. S 4t954-1c50 S4- 4 -4(0 5 16' r50 53'(- K 50 5 a 55x61 '• Si-t 3g x51 (0 - cutsF 3V- tic5 I'( . . .34- x602 g• au 38 51 `(2 $(3/ `kl t0 -:st+ _(q* tc 30/g it. :P) - . 7ak 12 PD =�►a k �4 t3, ei - e k50 t� S14- 336- is 50 6. st+ 3342.k VD. s o- 37 v50 Lam. S1+ 3k5Q t8 -:sty 3 Eso (n u-s Q.-a " N'b Aim ,C6-0 (r2.0( . 05 - 0(12_1 £s-- Ott C6- (129. lS( OS Ivz_ot 65- taci.oi ©5 .t12�.b1 : Os - 6tt2.61 05 -0 tt2.o c.9-1- t'ZZo. c:.5 & - - 127 ,t�5 6.5 otez.ot o5 - mit mot 65 otc2..ot c FS Q tc2 -c)( -01 lz.vt • LriLVIla 10 - zone 4 EFIM111106111 46.38: 1.00V WM. :4$.38 GC P - 0.18 54.73 30 4 . z -1.10. 46.38 0.18 -59.37 12 • zone 4 46.38 0.992 46.38 -0.18 54.36 • • • *4. 3 • -1092 • • 46.38 0.18 - 59.00 14 -zond :'AC30 : 10.884 '.46.38 -0.18 53.99 • • 2' �7al b • 46.38 0.18 -58.63 16 • zone 4 46.38 0.976 46.38 -0.18 53.62 46.38 -1.076 46.38 0.18 -58.26 18 - zone 4 46.38 0.968 46.38 -0.18 53.25 46.38 -1.068 46.38 0.18 -57.89 20 • zone 4 46.38 0.960 46.38 -0.18 52.88 46.38 -1.060 46.38 0.18 -57.52 22 - zone 4 46.38 0.952 46.38 -0.18 52.51 46.38 -1.052 46.38 0.18 -57.14 24 • zone 4 46.38 0.944 46.38 -0.18 52.14 46.38 - 1.044 46.38 0.18 -56.77 26 - zone 4 46.38 0.936 46.38 -0.18 51.76 46.38 -1.036 46.38 0.18 - 56.40 28 - zone 4 46.38 0.928 46.38 -0.18 51.39 46.38 -1.028 46.38 0.18 -56.03 30 - zone 4 46.38 0.920 46.38 -0.18 51.02 46.38 -1.020 46.38 0.18 -55.66 35 - zone 4 46.38 0.900 46.38 -0.18 50.09 46.38 -1.000 46.38 0.18 -54.73 40 - zone 4 46.38 0.880 46.38 -0.18 49.17 46.38 - 0.980 46.38 0.18 -53.80 45 - zone 4 46.38 0.860 46.38 -0.18 48.24 46.38 -0.960 46.38 0.18 -52.88 Hei•ht C 15 - 0.85 20 0.9 25 0.94 30 0.98 40 1.04 50 1.09 60 1.13 l COMPONENTS & CLADDING WINDLOAD PER 2004 FBC and ASCE 7-02, roof <= 60 feet Customer. Residence : Location : Municipality: Date: Sears Home Improvement Assoc. Franck- Job # 5914634 181NW110St. Miami, FL 33168 11/14/06 Specific Data - ASCE 7 -02 Exposure Classification = Hz = Wind Velocity = I - Importance = Category I Kz - Element Height Coefficient = Kh - Building Height Coefficient = Kzt - Gust Speed -Up Factor Kd - Directionality Factor Velocity Pressure Calculation qz = .00256 x Kz x Kzt x Kd x (IxV) ^2 46.38 psf, element qh = .00256 x Kh x Kzt x Kd x (IxV) ^2 46.38 psf,building Calculations for Components and Cladding Gcpi - Internal Press. Coeff. = 0.18 +/- , Table 6 -7 Gcp - Interpolate from Figure 6 -5A for Specific Area Assume Building Fully Enclosed - All openings shuttered or impact p = q (GCp) - qi (GCPi) MOMEVTLI NOV 2 7 2006 BY: .. C 12 feet 146.00 mph 1.00 0.85, T6 -5 0.85 ,T6 -5 1.00 , 6.5.7 1.00 , Table 6-6 UaS0e - 22G • • ••. • • • ••• •. • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • .• • John H. Omslaer, P.E. FL PE #52733/EB#26829 Dynamic Engineering Solutions, Inc. 950 N. Federal Hwy. Ste 212 Pompano Beach, FL 33062 COMPONENTS & CLADDING WINDLOAD PER 2004 FBC and ASCE 7-02, roof <= 60 feet Customer: Sears Home Improvement Assoc. Residence : Franck- Job # 5914634 Location : 181 NW 110 St. Municipality: Miami, FL 33168 Date: 11/14/06 Specific Data - ASCE 7-02 Exposure Classification = Hz = Wind Velocity I - Importance = Category I Kz - Element Height Coefficient = Kh - Building Height Coefficient = Kzt - Gust Speed -Up Factor Kd - Directionality Factor Velocity Pressure Calculation qz = .00256 x Kz x Kzt x Kd x (IxV)A2 46. qh = .00256 x Kh x Kzt x Kd x (lxV)A2 46. Calculations for Components and Cladding Gcpi - Internal Press. Coeff. = 0. Gcp - Interpolate from Figure 6-5A for Specific Assume Building Fully Enclosed - All openings p = q (GCp) - qi (GCPI) C 12 feet 146.00 mph 1.00 0.85 , T 6 -5 0.85 , T 6 -5 1.00 , 6.5.7 1.00 , Table 6-6 38 psf, element 38 psf,building 18 +1- , Table 6 -7 Area shuttered or impact • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• w ,_ A 10 - toned 12 - zone 5 11111MJ 14 - zone C •• • 16 - zone 5 18 -zone5 20 - zone 5 22 - zone 5 24 - zone 5 26 - zone 5 28 - zone 5 30 - zone 5 35 - zone 5 40 - zone 5 45 - zone 5 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 0.992 0.976 -1.352 0.968 -1.336 0.960 -1.320 0.952 -1.304 0.944 -1.288 0.936 -1.272 0.928 - 1.256 0.920 -1.240 0.900 -1.200 0.880 -1.160 0.860 -1.120 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 46.38 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 -0.18 0.18 54.36 -72.54 53.99 -71.80 53.62 -71.06 53.25 -70.32 52.88 -69.58 52.51 -68.83 52.14 -68.09 51.76 -67.35 51.39 -66.61 51.02 -65.86 50.09 -64.01 49.17 -62.15 48.24 -60.30 John H. Omslaer, P.E. FL PE #52733/EB#26829 Dynamic Engineering Solutions, Inc. 950 N. Federal Hwy. Site 212 Pompano Beach, FL 33062 ll Opening 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 27 28 29 30 31 32 Design Pressure PSF Positive Negative 5 06 5 - y- 7, eci ()- . j Cfci 71e •( . 0 53, 99 —71. ';?- 3 tic 1, i0 C 3•7 — 1'7 \\ " 16° Li 3 5 00 _stA. 6 - IO <Li ,1 to - • • • • • • • • • t 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IP • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Assume Fully Enclosed Structure Design wind load 146 m.p.h. gust, exposure C. Designed in conformance with ASCE 7-02 Designed in conformance with 2004 FBC. Products anchored and shimed per Product Approvals. All fasteners to be coated (tapcons) or stainless steel. Contractor to verify dimensions and suitability. Does not certify existing structural envelope. Exterior and interior finish to match existing. Franck- Job # 5914634 181 NW 110 St. Miami, FL 33168 11/14/06 ig lb 12 = Mean Roof Height (ft) 3 = End Zone 5 Width (ft) See application package for product selection information and product approvals. Product selection by others This specification does not certify product approvals or any approved systems. It is to be used to indicate design pressures only. See specific product approval for product certification and installation information. NOTES: Sears Home Improvement Assoc. Dynamic Engineering Solutions, Inc. EB 26829, PE 52733 950 N. Federal Hwy. Ste 212 Pompano Beach, FL 33062 John H. Omslaer, P.E DEG: •a ` gt NOV 2 7 MIA DADE MIAMI DADE COUNTY, FLORIDA B Y /pQ 2 METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, surit 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION This NOA shall not be valir -the - m e�te stated below. The Miami -Dade County Product Control Division (In Miami Dade C¢ �aa y� •. r4 , , in areas other than Miami Dade County) reserve the right to • have this product or materi a! . purposes. If this product or material fails to perform in the accepted manner, the man (y% ' ®i4 ez' 1 (' the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of s�prpd?t or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by `Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter • • APPROVAL DOCUMENT: Drawing No. 00 -380, titled "0.050" Aluminum Storm Panes ",.sets 1 through 10 of 10, prepared by Knezevich & Associates, Inc., dated March 6, 2001, last revision #2 datecl'February 18, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Accegtim rumba' and approval date by the Miami -Dade County Product Control Division. • • • • • • • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact •••• • • • LABELING: Each unit shill bear a permanent label with the manufacturer's name or logo; a ,:state arid.' • • • following statement: "Miami-Dade County Product Control Approved ", unless otherwise npirein. • RENEWAL of this NOA shall be considered after a renewal application has been filed aid der; has beam 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 chan(a3.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 chill automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 98- 1110.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOTICE OF ACCEPTANCE (NOA) (;OM Madden Manufacturing Co. 1889 N. W. 22 " Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under a 3 e, licable & es and regulations governing the use of construction materials. The documentation submitted has been re ' = ' -Dade County Product Control Division and accepted by the Board of Rules and Apvr (BO' tc - be Miami Dade County and other areas where allowed by the Authority Having Jurisdi •: a" tiziA NOA No 01 -0313.20 Expiration Date: 03/13/2008 Approval Date: 03/21/2002 Page 1 • • • • • .• • • .• • 1.50" LOCATION •537'.,( 1.0312 ri 1 125" TYP 5 00" MAX O ANGLE SCALE : 1/4" a 0' -1" .800 rt. .250 12.00" COVERAGE 15.269" ALUMINUM O 1 STORM PANEL SCALE : 1/4" a 0' - ALT. STUD DIRECTIO 1 2.015° 11.1251 J 1.50 LOCATID •537" 1 .093" 1 1.0312 GENERAL NOTES: H SYSTEM T HE I STOR PANEL OR SPECIFICD NEG 15 DESIGNED AND TESTED IN ACCORDANCE WITH 2. F ATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED 2.015" M800" 11.125'] 6.00" COVERAGE 9.065 ALUMINUM 1 a HALF STORM PANEL SCALE :1/4" = 0' - ALT. STUD DIRECTIO 050" O h° HEADER SCALE : 1/4" = 1/4 -20 • 93" rep. M 6- CHINE ;CREW `a Jam 93" TYP. • STUD (18 OR 12 O.C. c .125" TYP N r STUD (ID OR � 1 MAX. _.._._- 2.00 "I \ STUDDED ANGLE O ANGLE O STUDDED ANGLE SCALE : 1/4" " 0' - SCALE : 1/4" a 0' - SCALE : 1/4" 0 0' - "F" TRACK O BUILD -OUT "F" TRACK SCALE : 1/4° = 0' -Y SCALE : HALF SIZE O 3 "U" HEADER SCALE :1/4" = 0' - 3.000" \ Z -STUD TRACK SCALE :3 °a1' -0" t (375" �H{ WITHIN X3131660" 3. PROM/CT ON E C MA MARKINGS R PANEL AND SH BE ONE a END LLOWS WITH A MINIMUM `� f7YY�{F788" MIAMI -DADE EPOMPANO U cowry RODUC C CO O MAO L APPROVED 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DADE COUNTY PROTOCOLS C OION (CT C) PA REPORTS No. 96 -0 00 050 AND CONSTRUCTION TESTING THICKNESS. S. STORM EXTRUSIONS SHALL BE 6 7 63 -T6 3004,1134 LMI ALUMINUM . ALLOY, 0.040° 6. GALVANIZED STEELNWIBTH A 33 K. S.L MINIMUM STRENGTH Y , STAINLESS STEEL, OR 7. OR 1 STAL T S 30 FEET 0R LESS ABOVE GRADE, D AN OPTIONAL q 1" x 1" 18 GAGE ROVIDED T AT T PANEL SPANS USEEDT REE } /104' OR LES AND THAT 4RAT N FROM 'Ig �ipG p.pga WASREOVERLAPS, AT MM W BUT LESS 1UM�NEL SEPARATION L FR FROM GLASS CAST E ALUMINUM LE Me g& STEEL 37�� 1 520 890" REDUCED SEPARATIONS. • • • • • • G RADE 40 Ity 8. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDIT NS REQUIRE. • • s • • • • `, • . 090" n .090" HORIZONTALLY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOU� • •. . •. • • • . • b 1 ( - y�y I y" rim *Am 'PgO� 9. THE PEp �MIT HOLD� SHALL VpERIFY THgE�ADE OF THE EXISTING SSgI�TUgE }� _'�� 0" 15 JOB SITE BEFORE C OMMENCI N G WITH THE' WORH TO VERIFY ALL DIMENSIONS AT TPIE • •T` • • • .090" 1315 060" R .090" YM 10.AT LEAST ONE WARNING NOTE PER PENING SHALL BE PLACED IN A CONSPICUOUS GYM. LO ATION ON ANY OF TH E COMPONENTS OF STORM PANEL SYSTEM ADVISING T g • HOME OWNER OR TENAN THAT "STORM PANELS WILL NOT OFFER HUR /7UONAL - • • PROTECTION UNLESS STE TUBE & BOLTS ARE PROPERLY INSTALL 0•WHE • : :OED ". L BA 1 A TRACK (FINISH) 13 "C" TRACK • • • • SCALE . HALF SINE SCALE . HALF SIZE SCALE : HALF SIZE ••.• • • -• • • • • • • • • • • •• •• •• • ••• • • • ZAMAC R .250" ° o N 060" .00" MAX. 2.250" .120" Approved as compbing w)ffi tho Cade "TUSCf� = �Y_tLr .125" N aapp m 095" STAINLESE S TEEL ( P. STUD @ 6" OR 12" - O.C. ALT. LEET DIRECTIO O 7 "E" TRACK SCALE 1/4" a 0' -1" \ BUILD -OUT "U" HEADER SCALE : 1/4" = 0 -1" 1/4 -20 x 3/4" MACHINE SCREW t (375" 313 "660" 63 "0 .250" 20 GA. GALV. STEEL (1 GRADE 40 OR 0.050" ALUM ALLOY 13004 H34) INGNUT Q WASHER W SCALE: HALF SIZE SCALE HALF SIZE SQ. 125" O 4 SQUARE HEAD MACHINE SCREW 1 N.T.S s VA. e Na: @Taro,• na 00 -380 ( sheet t et 10 J 02/18/02 15:14 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 1/4" MAX. 02/12/02 09:53 O WALL MOUNT EXISTING STRUCTURE STRUCTURE C® © TRAP MOUNT 1 OPTIONAL 5EE GENERA NOTE ? IPERP. TO PANEL SPAN) TYPICAL VERTICAL MOUNT ELEVATION N.T.S. WIDTH UNLIMITED TYP. SECTIONS © OPTIONAL SEE GENERAL NOTE 7 TOP MOUNT PLAN VIEW ® OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - 5EE GENERAL NOTE 7 .300" 0 .625" 0 BOTTOM MOUNT 1/4" MA •• ••• • • • • • • EXISTIN�G•� • �TRUCIRI E • • •• ••• •• 1/2" MIN. 1 0 ) OVERLAP �1 OPTIONAL ANCHOR SCHEDULE , F OR ANY SEE GENERAL ACCEPTABLE ANCHOR NOTE 7j 1 -1/2" MIN. 1 ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. © TRAP MOUNT .500 • • • • • • • ••• • • • • EAC% [MUNT ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • PTIONAL STEEL BAR SEE GENERAL NOTE PANELS PLAN (TYPICAL TOP 8 BOTTOM) MB • • TYPIcApi_OSUg Dcm_ S (PLAN VIEWS) • • • • SCALI* 1 -1/2 "b 1' -0" • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• •• • ••• • • • EXISTING STRUCTURE r© OPTIONAL 1 SEE GENERAL NOTE 7 Lmax. SEE STORM PANEL SPAN 5 HEOULE TABLE 1 HORIZONTAL MOUNT ELEVATION N.T.S. ii OPTIONAL SEE GENERAL NOTE 77 J — — - ]j1/4" MAX. \-1 ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 1- 2" x 5" x .125" MAX. j / M EMB FASTENER 12" 0.C. 599 ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR BUILD -OUT 01 OPTIONAL SEE GENERAL NOTE 7 OUTSIDE INSIDE 12" 0.C. TYP. 510E MOUNT TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) STRUCTURE 9 9 E B by vx tdo4..e e l l v.RI 00 -380 sheet 2 of 10 1 SEE TABLE 2 OR D0 EXISTING CONCRETE FRAMING BLOCK, (SE NCHOR U SCHEDULE BASSO ON TYPE OF STRUCTURE TYP. TOP & BO TOM CONNECTION'TYPE 4° EXISTING O B CONCRETE, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE 1 TYP. TOP & BOTTOM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE REFERENCE CONNECTION°il'PE r ice,: 0 ©CONT. EMBED. ITYPJ © CONT. FASTENER, SEE ANCHOR SCHEDULE. ANGLE TO WALL DETAIL O WALL MOUNT SECTION SCALE 3" = 1' -0" CONT. 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND ca 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". PANEL TO ANGLE DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION',YPE 4° 14 TEK SCREWS OR 1/4 -20 BOLT AND N T 12" 0.C. SND BO TTO ) . TOP • 1 ?4- 20'AtHINE LT • FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND, (0 6" 0.C • PANFl LEGTHS ``••``E iT ,gg •! •THe 1p "' • • o SIDE CLOSURk ! 04 (SEE PAN ) IE • BUILD-OUT MOO.101"S TION •• •• ••• SCALE 3° o 1' -0" OR 000 3OCONT G LA O R 00 0 & WINGNUTC MACHINE 0 C. FOR PANEL GTHS LESS THAN R EN EQUAL TO 104" AND 6" O.C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER, SEE ANCHOR CONNECTION"TYP REFERENCE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION'IYPE 3" MBED (TYP.) CONT. SEE TABLE 2 CEILING/INSIDE © MOUNT SECTION SCALE 3" o 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2" 1/2" 1/4" MAX: •• • • •• • • • • • • • • • •• O BUILD -OUT MOUNT SECTION • • SCALE, 3" = 1' - 0" EXISTING OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE TYP. TOP & BO TOM Approved as complying with me' Bas 11 Miami WO 7U I Z Z M aQ 00 ID 6 O r ooloo , 6 1 . 1 mA b00 00 -380 ehoet3of10 1 02/12/02 00:63 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • •• • ••• • • • ••• • SEE TABLE 2 Om OR DOOR 1 "x4 "x0.055" OR 2" x 4" x0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING ONT. FOR WOOD BLOCKING USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING 15 12" 0.C. FOR ALUM. TUBES USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS ILOCATL��EyCI 24" O.C. MAX. & M B..ETW EN STUDS. HOLE TWO -1/4 "0 S.S. LAG SCREW 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE. USE OF THIS DETAIL I5 LIMITED TO x 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE , 3" ■ 1' -0" THREE 1/4 °0 WOOD LAG EMBED. (• 24 D.C. MAX CONT. 4p" xxT.250" ALUM. MEMBERS ER OR DOOR • SEE TABLE 2 WOOD ROOF TRUSS OR FRAMING MEMBER (® 24" 0.C. MA PLYWOOD SOFFIT ® SOFFIT CONNECTION DETAIL SCALE 9 3" = 1' -0" OR POOR SEE TABLE 2 ASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1° (USE REMOVA ANCHORS FOR DIRECT MOUNT ONLY NOT ET E SCHEDULED SPACIN G O • J w 3 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD & BOTTO ( TOP O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" n 1' -0" THREE 1/4 "0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. (m 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1 "x4" OR 1" x 6" 062 CONT. ALUM 'TUBE 16063-T6) gE NN OR EE DO p O O RR FRO IGLA55 SCHE6ON TABLE 2 1/2" TO 3/4" ALUM. SPACERS (1" O.D. 7/16" 1.0.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1° (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6' OR 12" 0.C., BUT 00 NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) ® WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE: ACCESS (TYP.) SPLICE DETAIL FOR BAY WINDOW APPUCATIONS. SCALE , 1 -1/2" . T -0" DR FRAMING MEMBER 9924" D.C. MAX: PLYWOOD FINISH QN SOFFIT •• ••• •gASMl(12 • • • • 4b NN•( ��0.f• TT RR \S • • • • • • • °if ° • CONT.E •• ••• •• • • • § SEE TA • • • • • • • IRMA* SL6(GN LOAD . 56 P.S.F. • • • • • • O ALT. SCSFFIT CONNECTION DETAIL • • • • • • • • • Sl 3: ; 1' -0" •• • ••• • • • 1 0 2" x 5° x 1 /B" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 N 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN (& 1" O.C. 1" x 4" ALUM. TUBE EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE RE ERENNCONNECTION'TYPE 5' �7 OR 7 CONT. O 1/4 20 MACHINE BOLT & WINGNUT @@ 12' D.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" EL LENGTHS GREATER THAN 104". SEE TABLE 2 NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE , 3" . 1' -0" LASS .OR DOOR SEE TABLE 2 w AST ER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION °TYPE 5° MAX. DESIGN LOAD. 261.0 P.S.F. ® BUILD OUT SECTION ITYP. TOP & BOTTOM) SCALE. 3" . 1' - 0" rD i K 1 I k 1 00-380 sheet 4et10 02/12/02 00:84 ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXISTING CONCRETE HOLLOW BLOCK OR CONCRETE, FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 -20 S.S. BOLTS W/ WINGNUTS g11 24" O.C. MAX. (TYP.) ANGLE MAY VARY O 1a NON- STRUCTURAL FINISH " MAX MATERIAL BRICK OR WOOD (MAX. DESIGN LOAD t 61 P.S.F.) ® WALL MOUNT SCALE : 3" = T -0" " ELCO (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION °TYPE 2° /2" 1/4" MAX. 1/4 " -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" ox,o y AO L pNLG MPANE ST�SC` ANGLE 00 GLASS OR 000 SEE TABLE 2 FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. @ 4" O.C. ••• • • • INTERIOR FASTENING ANGLE ASSEMBLY SCALE, N.T.S. • • •• 7�b CENT PA E N • T1• OE • WINGNUTS FROM THE INSIDE 2" x 2" x 0.125" CONT. TO 4" x 4" x 0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLEDE 40, SIT .I NEL INTCRIGR: FA NINM4 SOME+'RI�V SOME+iRI ® ALT. CORNER DETAIL ® • • � 8_ • SCALE : 3" = P -0" SCAM 3•='•-0" • • • • • ••• • NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 P.S.F.) O EDGE MOUNT DETAIL SCALE , 3" = 1' -0" •• • •• • • • • • • • • • • • • Oi 16 6 x x LF. 1/4 -20 S.S MACHINE �Z BOLT AND NUT 0 W (ID 12" O.C. B" x 3" x 1/4" ALUM. ANGLE 1/4 " -20 STUD W/ NUT @ 6" 0.C. 2 "x3 "x1/8" ALUMINUM ANGLE 1/4" 0 POWERS CALK -IN 0(q17 4" 0.C. W/ 7/8" MIN EMB. INTO CONC. OR HOLLOW BLOCK. �4 2" x 5" x 1/8" CONT. AA NGLE 6061 -T6 ALUM. EXISTING OR W000 FRAMING IT GLASS OR 000 SEE TABLE 2 OR DOO SEE TABLE 2 (MAX. DESIGN LOAD s 72 P.S.P.) U "PASS THRU" DETAIL SCALE : 3" = 1' -0° NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL Y SCALE : 3" = 1' -0" 08 3/4" PLYWOOD 1 uu��.11 xx 0. AN GLE STUD3" MAX. 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/4 "0 POWERS CALK -IN 60 6" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW CD 12" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2 °0 THRU BOLT (ASTM A 325) Cd 12" O.C. 1/4 "0 POWERS CALK -IN 00 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW (al 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD 2° x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 1 "x2" 2 "Ix 0.055" 6063 -T6 ALUM. TUBE 2 "x4" 2" x 5" OR2 "x4" OR 2" x 6" P.T. WOOD BLOCKING REFERENCE CONNECTtION SCHEDULE " MWE 1/4" MAX Approved as ea6nb0e8with 8w FbaMO o_ Z a 0. 0. in 6 O 4 4 1 ( a".mo¢ no. 00 -380 shoat 4 of 10 02/12/02 09:54 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• •• • • • • •• • • 2 MIN EMB D � % i „1/ GNASS O DOOR SEE TABLE 2 0m Q W N CONT.a J O ALT. TRAP MOUNT DETAIL SCALE 3” = 1' -0" GLASS 0 000 SEE TABLE 2 02/12/02 08 :55 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4 "0 RAWL CALK -IN 15 4" 0.C. GLASS W/ 7/8° MIN. EMBED. IN CONC. OR D00 OR HOLLOW BLOCK 1/4 " -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION 9 12" 0.C. FOR PANEL G GREATER THAN FOR 8" 4 Iu ETAIL AE • E J FASTENER, SEE ANCHOR SCHEDULE. 11 NOTE: A A SEE MIN. SEPARATION 11" x 2" 2... 4" x 0.055 FROM GLASS SCHED. 2" x 2 "I TABLE 2 '• - -- " 6063 -Tfi ALUM. TUBE 2 "x5" OR 2 x 4 OR 2 x6 P.T. WOOD BLOCKING SEE TABLE 2 1/ 4 "0 MACHINE BOLT @ 6" O.C. 1/4 "0 RAWL CALK -IN 1316" 0.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD 72.0 P.S.F. ALUM. TUBE BUILD -OUT SCALE , 3" a 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4° MACHINE SCREW I WLTH 675 "ys 675" • • x .675" gLTh .. ..._. HAO• •• • • • • •• • • • • • • -• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• • • 00 4a ©CONT IF x 5"Ix 1/8" 6063-T6 ANG L E SCHEDULE , REFERENCE OR CONNECTION °TYPE 3• & 1/4-20 MACHINE N312" BOLT • OR @ 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) • - r • ,• P " D. A *D ApppvtJaoump1I05W1tLOIB �V • • • ... • , /• 1/� "D. to 31.76" PNeidx CWs INAL i 1 M I M ON p •._ LOCATION D" BUSHING OR 1/4- OF STUD 20 �I�Fitr:S.>F.._ NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN /16" NUT (GALVANIZED) i ,,.,, -, o...xrrwhJl • 6 ° HEADER OR ° U • HEADER TOP MOUNT MIN. ® C -TRACK ASSEMBLY - INSIDE MOUNT • C -TRACK �1SS NIBLY - (QI4VILIAP.1 BY SCALE. 3" a 1' - 0" • • ®�ICALE. HALF SIZE • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• •• • ••• • • • US 12 R 13 WITH 14 1/4 -20 x 3/4" MACHINE SCREW WITH .675° x .675" x .125" SQUARE HEAD NON - STRUCTURAL EXISTING CONCRETE 6 HO L OW BLOCK, OR WOOD NOTE! THIS OR BOTTOM OPEPANEL AT e STORM PANEL BUILD -OUT SCALE 3" a 1' -0" C -TRACK ASSEMBLY ISOMETRIC VIEWZ N.T.S. &/ W MACHINE @ 1" 0.0 OR LENGTHS GREEATER PANEL 104" (TYP. TOP & BOTTOM) 1/2° 0.0. x1/4" I D. 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TY 3 Cranny ,ro. 00 -380 • • • •• • • • • • •• • • • • • • •. • • • • • • • • •• ••• •• • • • •• • •• • 0•• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • Approved as Cade with the Maids Mim P[odeetemenl rir421delle-- a 8 0 LL N 0 Z p N 2 Z 'OE to 0 WWW 0 lcn by v.et OR A Fi C sheet 7 of 10 02/20/02 10:94 ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • •• • • FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS in in m ... 0 0 0 m m m ZL Zl ZL 2 , , , , , , - Zl 2 2 2 2 ECTI YPE 31 N N N 0 h h F F F n / /// 2 F 1- F F 1- IZL Zl OL Ot ZL 4'040'22 ZL 2 .N.. 2 2 ?" EDGE DIST/ SPANS UP TO (SEE NOTE 1) r ■ 0 n m m m ■11 4 4 m on 0 m CO m m m U1 4 4 in in m m P h m m 0 N m 0 4 4 in en In m .N" r 2 0 0 0 2 2 ZL ZL N N N •N- 2 2 h Ll n n $ 2 $ $ 2 $ 2 2 r $ $ m 0 m r 2 9 $ 2 N ZL 2 N$ r F F F $$ ZL 2 r r N :CT rPE 2 F OL m m co m m m m N d e a r a m CO r h r 2 r n m m N N 4:: m n n m m m ° r r m N m m N 2 ,.. OL 0 h h r 2 P 10 0 10 10 10 .r.. m 4 41 O m z 2 0 $ P 2 $ 2 0 01 $ 2 10 10 $ 2 2 0 1 $ $ 4 2 4 10 $ E OL h 0I. 10 10 2 2 2 10 2 01 10 2 4 4 2 2 9 1 1 e N 2 $ 4 4 $ P / / /// 10 r...12 $ 2 2 011011 P h $ $ h r $ $ 2 2 ZL ZL 2 2 2 2 2 2 11 11 LL OL m m m F m 0 m 4 in m $ 1 i- r 0 r , 0 0 10 10 1 0 4 10 10 2 10 0 0 4 4 0 0 1 01 10 0 1 1 0 4 0 1 10 2 2 01. I 2 2 0 0 2 2 ZL ZL 2 2 2 2 2 2 2 I LL EL . , 2 2 2 2 2 2 2 2 2 2 . . 2 2 2 2 .N- ZL 2 2 2 2 2 . , - . 2 2 2 2 2 2 3dA 173 2 2 I ZL r m 0 p m 0 n m 0 4 .N. $ $ P P F h 2 '. 0 . . h N m 2 2 2 $ r m m 2 2 O m n N 0 r 2 ZL $ 0 0 r N N r r Zt ZL m m m 2 O P r m 4 2 1 ZL 6 ZL m O / / v. o 2 2 2 2 N N 1. O N ' N, m m r 2 N n r 01 N r r I 0 3 1 V El. 8 EL m m 0 0 N r 01 01 2$ 01 1 4 h N 04 01 d h 1 01 N N r 04 1 4 2 0 04 10 4 m 01 0 / j 10 2 2 04 04 fl. I 2 r 2 2 0 n 2 14 P ZL ZL 2 2 2 N , 2 r yy�� a ~LLxW c3 a� Z9 Bh 49 I ZL I ZLL Z6 Bh 00Z L9 Z9 Z6 01. I 011 Bh 00Z L9 Z9 Z6 EL 00Z ELL F. RI Z6 ZL 00Z 01.1 HESL1 EL I L9 ' ZLL I Z6 000 I E I Bh EL I L9 ELL: Z6 OOL I L9 Bh L9 I Z6 EL N O t N ANCHOR TYPE 1 r •at }UpaUym4nug (31080800 TEA 00013 TOOL) JAN ION *MIS it /M / V 0.0/1 B9� b19 2 1 NI11111 al3HONO3 rir'd 2 00 T� " lei= 9 I.� (21131:10600 38 / T9''Lddp 0939 030 1.1 /611 0 01.6103600 THd 000'6 TOLL) v m.hn .�-= A0R{RtfU0Iti( (31903900 TiEd COO' pa' Iv 17998 5tl3M 1d0 0 aaniontu s JNLLSDGI 313EI3N09 • • • •• • • • • • •• • • • • • • •. • • • • • • • • •• ••• •• • • • •• • •• • 0•• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • Approved as Cade with the Maids Mim P[odeetemenl rir421delle-- a 8 0 LL N 0 Z p N 2 Z 'OE to 0 WWW 0 lcn by v.et OR A Fi C sheet 7 of 10 02/20/02 10:94 ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • •• • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• •• • • • •• • • • •• ••• ••• • • • • • • • • • • • • • • • • •• • • • • • • • 0 • • • • • • •• •• •• • ••• • • • A�y.r+'u1 ae c oateda0 with Os Florida » glelevAlized— ro z; o . Oa !Is 1 E 40Nml by 1 VM v N 1 is a fdo.,mb,1 AV sMS0*4 b31 NMI 00 -380 sheet 8 at 10 I 02/20/02 10:50 ••• • • • • • • • • • • • • • •• •• • •• • • • • •• • • • • • • • ••• • • • • • • • • • • • • • •• • ••• • • rov101ond FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2° EDGE DISTANCE (1 31ON 33S) ..9 - .01 01 an SNVdS EC1 Y g P I I r m m M M8 m �� m � , , m to m ? 000 m n m fl a P "coo SPANS UP TO I 7• -6" (SEE NOTE 1) M m / ", I "II�/�"„I'% / m© ,CC m m N a m m m m m ,N., m m m 2 m m m P m g m m m V g a m 1 h h :CT 'PE h m m .} M m g h h m m m m h m m m d d d h m m 4 4 d d 4 J .111 -E%% m m m m m AME - 2. h M M %% %% % m m Mil 59111111 SPANS UP TO S' -6" (SEE NOTE 1) m 4 m m i9 m m m m .t m m m m > d Ii m ` 4 m m d d m m N v_ - v m m' � N � N O m � N' � N p � O P h ECT YPE P h m m m m V 9 P P h m m h m m ,s. h h m 1::::: m m v. ? h m M / V Y!. P 4 M M V H P h .t a h m m m v m N v P co N h m N 0 I , �c ®LE®� 01/ ,s. a V. P � m �. tl N N N N N O O N N N N � N � O a- ip Z9 • 09 ZL 1.9 1 ZLL Z6 OOZ Z9 0, ZL L9 Z11 I Z6 09 00Z 1.9 Z9 26 000 • 011 • Z9 09 LL ZLL 09 00 Z L9 Z9 Z6 ZL 00Z I 01.4 I C CIE V N ANCHOR TYPE • 02E002 J.ON 411919000 iM ia{ivN 1--dinmmt d"r Ilia \Ism Od O � ` Oa 77 tlML0 AZIHSV 0.. it p 3druonau.s DNLLSDC3 NIOO78 3J HONOO MOTION • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• •• • • • •• • • • •• ••• ••• • • • • • • • • • • • • • • • • •• • • • • • • • 0 • • • • • • •• •• •• • ••• • • • A�y.r+'u1 ae c oateda0 with Os Florida » glelevAlized— ro z; o . Oa !Is 1 E 40Nml by 1 VM v N 1 is a fdo.,mb,1 AV sMS0*4 b31 NMI 00 -380 sheet 8 at 10 I 02/20/02 10:50 ••• • • • • • • • • • • • • • •• •• • •• • • • • •• • • • • • • • ••• • • • • • • • • • • • • • •• • ••• • • rov101ond FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING ON.) REQ'D FOR VARIOUS DESIGN E7JSTING STRUCTURE ANCHOR TYPE LOAD PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) ) SPANS UP TO 7' — N6" OTE 1) (SEE NOT SPANS UP TO 10' — b" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M I 48 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 v4"9. cc W ' O ORAi 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 • 1 1I11I11I11t11`11' ffi S T 1�4 48 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 y/ YU T MA 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 92 12 9 6 12 8 12 6 4 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 y 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 *IT-13=ea13. RM 1/4 ° E A 7 7 581/ N�H� / wry 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 '72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 •• ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• ••• ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• •• • ••• • • • ANCHOR NOTES: p� t SPANS AND ADS PANE SPANS FOR FOR SPECIFIC LOAM INS MUS BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ANCHOR TYPE AND EDGE SELECT EXISTING THAN OIf EQUAL OT E N N E G A I V SD SPAN N SHUTTER AND SELECT SPAN GREATER 3. ANCHORS AALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. T 6. SHALL BE LOCATED IN CENTER OF NOMINAL FACE O x 4" (MIN) FRAMING, FASTENER "SOUTHERN PINE" 0.055 GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 8. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR �W WINGN REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT SPECIFIED IEDINN 12" C MAX. DULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10. 2 YTRU S WASHERS ARE MAY D E USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF d of 0 o co [checked bbl I va drawing na 00 -380 ( "heel 9 of 10 ( 02/18/02 15:16 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE • POSITIVE DESIGN LOAD(W) IPSFI ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/8 _ 4- 0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 _ 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 50.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 3 -3/4 3 -3/4 3 -5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 - 7 - 0 2 3 1 -7/8 - 8 -8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 70.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7 -0 3 3 3 8- 8 3 -3/4 3 -3/4 3 T A B L E 1 ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD w (PSF) 30.0 35.0 4 0.0 45.0 50.0 55.0 60.0 62.0 65.0 67.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 112.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 FOR ALL MOUNTING CONDITIONS L MAX. (FT -IN) 10 - 6 10 - 4 10 - 0 9 -8 9 -5 9 -2 8 -9 8 - 7 8 - 5 8 - 2 7 - 10 7 -7 7 -3 6 -10 6 -1 5 -6 5 -0 4 - 10 4 -7 4 - 2 3 - 11 3 -8 3 -5 3 -2 3 -0 2 - 10 2 -9 T A 8 L E 2 NOTES 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE •• ••• • • • L0 DiLES &$JdHAN OR EQUAL TO THE NEGATIVE • LCIAD•t■R` ACCEPT ABLE. •• •• • ••• •2.0EMjj TASjE 2 WITH POSITIVE DESIGN LOAD • • • • • •TOIDE6ERMINj MIN. SEPARATION FROM GLASS. •• ••• •• • • • •• 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. • • • • • • • • 4• ABOVE:CHE0?1 ! 1 & 2 ARE FOR USE WITH .050" ALUMINUM • • • • • • STORMoPANELj ONLY. •• • • • • • • • • • • • • • • •• •• •• • ••• • • • A Fluids Dille • NO 7177 - 11"x.' wafts paavnev I wv [Necked e l VJKI 00 -380 { sheet to 0101 02/19/02 15:20 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • la NOV 2 7 2006 BY: __v? 00G BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION M I A MI•DADE COUNTY NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Tec 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 Ru and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Au vin -ction (AHJ). This - NO s n be valid after the expiration date stated below. The Miami -Dade County Product Control Divisib Dik County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have tii*Oroatt6t iintiforial tested for quality assurance purposes. If this product or material fails to perform in the ufacturer will incur the expense of such testing and the AHJ may immediately revoke, m nd i e use of such product or material within their jurisdiction. BORA reserves the right to revoke this, a • « i ce ii it is determined by Miami -Dade County Product Control Division that this product or material fails t'the'r 4 nrements 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.L • • APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Alumin Tulle Clipped • Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepay by 1''GT Iadastkes, • • signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Cintitenewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Produgt,c9ntrol D3tsiop. • • • • •••• • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or foyo y, stafe and following statement "Miami -Dade County Product Control Approved ", unless otherwils pQ herein. • RENEWAL of this NOA shall be considered after a renewal application has been filets ana here has .imeu 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 cthl$ga in the• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 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. MISSILE IMPACT RATING: Large and Small Missile Impact 6:Gm< (0 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 • • • • • • • • PGT Industries 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 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- 0528.05" 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 FenesttgYipp. Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01 /0 / s: gned'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 FB 3,.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 yy�t .• , transom bite . • (0 /00 configuration) mulled together with a ix 2 x 3 A" wall vert1caririb lion awl a 2 x . 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratoryt lac., • Test Report No. FTL -2975, dated 01/23/01, signed and sealed by 7intdnio A2 t{dq, • • 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 • • • • • .. • • . • • • • .. • • • • • • • • • • . . • • • 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 "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS w r ANCHORS DETAIL A H2 f- f HW1 '1 W2_H W = W1 +W2 H = Hl +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 1 ANCHORS DETAIL A ANCHORS DETAIL "B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS W = W14-W2+W3 H = H1 +H2 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 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. NOTES: 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN 2, .3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT PLICArtS. • 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 294. • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0229,Q5 • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRIIICTICM• 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 F TVE HIGH VELpGQTY HURRICANE ZONE (HVHZ). • • • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPE : 770 :R4NSFFR WADS. ® TO THE STRUCTURE. • • • • • • •• • ••• • ••• • • • • • • • • • •• • ••• • MAXIMUM OF (7) UNITS. • • • •• •• • • • • • • • ••• • .• • • • • • ••• • • • • • • • • • • • • •• •• • •• • • MULLIONS H : 6 • • • • cheat •.: Clark, P.E • R¢ #39712 Structural ANCHORS DETAIL B "C" OR "0" BOTH ENDS ANCHORS DETAIL "B° "C" OR "D" BOTH ENDS i -- w W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T IND STRESS 1070 1ECHNOLOOY ORNE NOKOMI, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Roved By: F.K. Rend By: F.K. Oram By: P.J.P. Sees /MOdeI MULLS MULLION 5730/06 55/06 428/00 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DLItRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS Revisions: NOTES 5 & 6 Revisions: TECH. REFS. oe> eion: 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION NTS 1 a 7 ULLION mower ORM= e ma.frve0asr1 Aae a - Or 1r ,.4 Drawing 6221 R M3 F . 1 1 r ( I- ( **- --w7 W2 W3 —• w ANCHORS DETAIL "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS w r ANCHORS DETAIL A H2 f- f HW1 '1 W2_H W = W1 +W2 H = Hl +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 1 ANCHORS DETAIL A ANCHORS DETAIL "B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS W = W14-W2+W3 H = H1 +H2 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 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. NOTES: 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN 2, .3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT PLICArtS. • 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 294. • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0229,Q5 • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRIIICTICM• 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 F TVE HIGH VELpGQTY HURRICANE ZONE (HVHZ). • • • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPE : 770 :R4NSFFR WADS. ® TO THE STRUCTURE. • • • • • • •• • ••• • ••• • • • • • • • • • •• • ••• • MAXIMUM OF (7) UNITS. • • • •• •• • • • • • • • ••• • .• • • • • • ••• • • • • • • • • • • • • •• •• • •• • • MULLIONS H : 6 • • • • cheat •.: Clark, P.E • R¢ #39712 Structural ANCHORS DETAIL B "C" OR "0" BOTH ENDS ANCHORS DETAIL "B° "C" OR "D" BOTH ENDS i -- w W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T IND STRESS 1070 1ECHNOLOOY ORNE NOKOMI, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Roved By: F.K. Rend By: F.K. Oram By: P.J.P. Sees /MOdeI MULLS MULLION 5730/06 55/06 428/00 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DLItRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS Revisions: NOTES 5 & 6 Revisions: TECH. REFS. oe> eion: 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION NTS 1 a 7 ULLION mower ORM= e ma.frve0asr1 Aae a - Or 1r ,.4 Drawing 6221 R ' PGT 1 x MULLION WOOD BUCK MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT Ix MULLION • FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" 1" PGT lx MULLION SEE NOTES 2 & 3 MIN. *TW) 180YP) 2 OR 4° #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE #12 SCREW, 1 SEE NOTE 3 SEE NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYPICAL, MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS 01? 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 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING $CNEWS V V' Uf,L TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM C61P— TO— OPEIWNG (MINIMUM OF 2 SCREWS PER CLIP). • • • 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR •P1Ci( IAL • • • • • • • 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 APPL{CATI001. ANCHQRIOIQ. ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS :41T 1 PART OF TTL�I1I5 . APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO ?F•P lN OR•PLARTED. • 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • • • • • • • • PGT 1x MULUON -- • •• • • • • :/ s e • Rchei E Clark, P.E. • PR #39712 Structural [ I TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" WOOD MIN. /- BUCK 1h(TYP MIN. SEE NOTE 1 P.O. BOX 1529 NOKOA°S FL 34274 WOOD BUCK SEE NOTE 1 2 OR 4 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Read By: F.K. 530/06 2" OR 4 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 Reesd B7" Reris(oae: F.K. 5 3/04 C ADD EMBED. DETAILS MASONRY ANCHOR, SEE NOTES 1 & 3 D DIFYNOTES3 &5 P. P. 48/00 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY ALUMINUM TUBE CLIPPED MULLION FL FL 34275 NOKOMIS. Sarka /a1oduL - Scale: Sheet Om.teg No. Rev. MULLS NTS 2 or 7 6221 D • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 L It 3 MIN. 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 3/16 1 15/16 1 3/8 3 3/16 O TWO OCATIONS ANCHOR ®THRELOCATIONS ANCHOR © FOULOCATIONSHOR A/2 1 MIN. O ONEANCHOR LOCATION HOR © TWO LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARG FAR • • PICTORIAL REPRESENTATION ONLY. •FOR CDRRE1 NUB OF ANCHORS, PLEASE REFER TO CKAITS 7 • O !-l 4,0 SHEETS 5, 6 AND 7. FIND THE 010RREOT•MULL•9IZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO 4 4LL DIMENSION • • SHOWN AS MAX. • • • • • • 3. REFERENCE TEST REPORTS: FTL- 0 404 490! AlVJJ 2915. •• ••• • MIN.TYP. (2)EQ. SP. (A- 3/4)/2 • • OW • • •• • • it • • JMIN. O THREE (3) ANCHOR LOCATIONS • • • • • �_ / • • • • Rabefk•L. Clark, P.E. • •E #39712 Structural (4)EQ. SP. (A- 3/4)/4 ftT IN DUSTRI ES 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Re F By. Rs i . moon J( ey P.J.P. Serks/MnQeh MULLS S X (6) ANCHOR LOCATIONS FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 30/06 575/06 48/00 Revisions: NONOG THIS SHT C —� W ADD DAI.&NOTE Scala: sheet NTS 3 of 7 P OOUCT ENEW D e aa :trEer.w �issvi 1 HEAVY WALL, ANCHOR LOCATIONS fins: ALUMINUM TUBE CLIPPED MULLION Drawing Na. 6221 Rev. D ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• 0 00 • • • 000 • • 2 1 3 8 4 ' 8 2 8 1 : • • • - • • •• • • 1 • • • • 41 •• • • 1 • •• ••• •• • 1 • 2 7 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, _ • AND 49 �� • • • • • • • otAt•I.. Clark, P.E • • • • • • • • 9E /39712 Structural • • • ••• •• //' • • • • • • • �D /6(o 1 -� ` TO BE USED ONLY 1070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.O. BOX 1529 NOKOMIS F2 34274 F K. 55/06 C -N0 CHG THIS SHT O.arn ey P.J.P. 428/00 R F.K. 530/06 0-4 CHG IHIS SHT WITH PGT INDUSTRIES PRODUCTS Saka/Nerkt So,* Skeet 1" H EAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Orering No. MULLS 1 X 4 a 7 6221 new D 41 0 0 • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 0 0 0 • • • • • 041 00• • • • 0 41 • • • CHART 2. - 1x2.75x.375 QTY. & TYP. ' ANCHOR CLIP TO OPENING CLIP TO MULL La 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL La 42 48 50.625 54 60 63 66 72 78 78 84 90 96 OPENING WIDTH IN INCHES 60 (2) A (3) B (3) B 170 170 170 166 145 131 113 86 73 67 54 43 36 25 23 CHART 1. - 1x2x.375 50 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 36 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 70 (2) (2) (1) B 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 85 65 54 50 40 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) 8 130 99 80 62 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 OPENING WIDTH IN INCHES 120 A (2) A B (2) B 99 80 62 64 44 37 32 41 34 28 20 17 1.• 90 (2) A (3) B (3) B 170 150 136 121 100 84 72 54 45 41 32 26 21 (3) A (3) B (3) B 170 170 170 146 100 84 72 54 45 41 32 26 21 130 180 (2) A (2) A (2) B (2) B (1) B (1) B (1) B 130 130 130 99 99 80 80 62 _ 62 • 41 4 41 • '44 TUT 63 42 35 30 )0 4 20 16 • • 4 O. 4 • Z6' 20 16 • • • • • 100 (2) A (3) B (3) B 170 149 134 119 96 80 68 50 42 38 30 24 19 • • i • (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 • • • • • • • • • • 1' • • • • • ••• • • • • • • • • • • 110 (2) A (3) B (3) B 170 149 134 118 93 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 77 65 48 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 (3) A (4) B (3) B 170 170 170 141 92 76 64 46 38 35 27 21 17 • •• • • • • •• • • • • • • Rot•)• L Clark, P.E. • OE 09712 5tructurat 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 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 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. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T IN ES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 R°1 -.2! Raved F. Dram ey: P.J.P. Vertical Mull Opening 4 Width Mull Length Horizontal Mull Opening Width I- Mull Length Multiple Mulled Units r Opening Width Mull Length 530/06 55/06 428/00 Revtsione: D -NO CHG THIS SIIT Revie(one: C- MARKED REVISIONS peoeuct MEWED as ur ,It WIRIds Code Amputee a 4 5.07 - Description: 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION MULLS NTS Sheet &awing No. Rew CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL rn 2 O 2 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 84 67 54 44 31 29 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 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 92 107 99 77 63 52 86 73 61 56 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 I _0pening 4 Width Mull Length Horizontal Mull F Opening Width Mull Length Multiple Mulled Units Mull Length I •4 ••• • • • • • • • • Openrrig • •• • • WidtH • • •• ••• •• (2) A (4) B (2) B 170 158 143 128 90 67 56 51 40 32 • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • 100 (3) B (2) B 170 137 123 109 90 83 48 37 30 24 17 15 (2) A (4) B (2) B 170 157 141 i25 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 • • • • • • •• • • • P 2 fr • • • Rol** L. Clark, P.E. • •'E #39712 Structural (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 35 28 23 15 120 (3) B (2) B 170 137 123 108 88 80 73 58 47 43 33 26 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 43 33 26 26 18 17 21 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 CRtlL —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS' INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS; FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 20 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 ReweF B Raved B Drawn By P.J.P. Series/Modah MULLS 160 (3) B (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 530/06 5/06 426/00 Scotto NTS (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 23 18 opeptioultitill Revisionta D O THIS SHT C-MARKED REVISIONS Sheet 6 a 7 4 • uaa - ,.r�:l; DZ 1" HEAVY WALL, PRESSURE CHART 3 Title: ALUMINUM TUBE CLIPPED MULLION Drawing No 6221 R. D ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • • CHART 4. - lx4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (4) B (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 170 170 138 112 92 64 59 27 60 (2) A (4) B (5) B 170 170 170 170 170 159 150 134 125 121 111 95 78 54 50 22 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 160 148 117 95 78 54 50 22 70 (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 80 (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 170 170 170 170 170 170 170 148 128 116 92 74 60 42 38 17 90 (2) A (4) B (5) B 170 170 170 182 136 126 117 103 95 92 83 67 54 37 34 15 (3) A (6) B (5) B 170 170 170 166 136 116 106 83 67 54 37 34 15 Vertical Mull [ Opening_i Width - r Mull Length Horizontal Mull Opening 7 th Mull Length — ' Multiple Mulled Unite Mull Length •41 ••• • • • • • • • Ope•Iig • • • i •• iii • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • 100 (2) A (4) B (5) B 158 131 121 112 98 90 87 77 62 50 34 31 • • • • • • • • • • • • (3) A (6) B (5) B 170 170 170 1 170 170 170 156 127 108 99 62 50 34 31 110 (2) A (4) B (5) B 170 170 170 157 128 170 , 170 117 108 86 83 73 58 47 32 29 (3) A (6) B (5) B 170 170 170 170 170 169 150 120 102 93 73 58 47 32 29 • •• • • • • •• • • • • •• • • cyfaa, • • •:r Clan-., P.E. • •PE ,0,59712 Structural 120 . 130 (2) A (4) B (5) B 170 170 170 157 127 116 106 91 83 80 69 54 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 IND ES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (3kA 76) B (5) B 170 170 170 170 170 165 144 112 j 95 87 66 52 42 28 26 160 (2).A (4) B , ( 170 170 170 157 127 116 105 88 79 75 62 48 38 25 23 Roved i( 8y: F.K. Drawn er: P.J.P. Serke/NodeL MULLS (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 62 38 25 23 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. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS D— ON � THIS SHT —RI REVISIONS 30/06 x,5/06 476/00 1" HEAVY WALL, PRESSURE CHART 4 mw ALUMINUM TUBE CLIPPED MULLION Seale: NTS Shoat 7 0f 7 Drawing No. 6221 Rev. D ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• Nov 2 7 coos BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Divisi have s psi the ao >9 revo to rev matetfal 11:,, 1 11 I 1 .. 1 A 6 .,1 Illf. n - 16' 1 :A4 GOSCro 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 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 f the expiration date stated below. The Miami -Dade County Product Control Dade County). and/or the AHJ (in areas other than Miami Dade County) reserve the right to tested for quality assurance purposes. If this product or material fails to perform in ufacturer will incur the expense of such testing and the AHJ may immediately e use of such product or material within their jurisdiction. BORA reserves the right is determined by Miami -Dade County Product Control Division that this product or equirements of the applicable building code. This produc is _described herein, and has been designed to comply with the Flcxid a • • including High Velocity`Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SH -4000 Aluminum Single Hung Window W/H.D. MTG. Rail • APPROVAL DOCUMENT: Drawing No. 2737, titled "Aluminum Single Hung Window, limp. MT &. • RAIL", dated 04/18/01 with revision "i' on 09/20/06, sheets 1 through 7 of 7, prepared by manxxfactures, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renawsl.•stimp withthe Notice of Acceptance number and expiration date by the Miami -Dade County Product Con0.ti1 Division. . • • • • MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo: citp 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 beetino • 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- 0112.01 and, consists of this page 1 and evidence pages E -1, and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • .• NOA No 06- 0706.03 Expiration Date: October 08, 2011 Approval Date: October 19, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturers die drawings and sections. 2. Drawing No. 2737, titled "Aluminum Single Hung Window, W/H.D. MTG. RAIL ", dated 04/18/01 with revision "1T' on 09/20/06, sheets 1 through 7 of 7, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4378, dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 • along with marked -up drawings and installation diagram of alumnnun Or hung • • windows, prepared by Fenestration Testing Laboratory, Inc., Test Repo Tp. F11,- 2957, 2959, 2965, and 2967 dated various, signed and sealed by Antonio:Acevedo, • • P.E. "Submitted under NOA# 05- 0112.01" ••••• • • • • • 3. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TA'S 202 -94 • • along with marked -up drawings and installation diagram of aluminum lime hung • • • window, prepared by Fenestration Testing Laboratory, Inc., Test RepQttXp. FTL- . .' 2958, 2961, 2963, 2964, 2966, 2968, and 2969, dated 01/17/01, signed and'sealed b y • • • Antonio Acevedo, P.E. "Submitted under NOA# 05- 0112.01" •••• • • 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 :'. • • along with marked-up drawings and installation diagram of aluminum single hung • window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3986, dated 01/17/01, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 05- 0112.01" 5. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4253, dated 06/21/04, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 05- 0112.01" E -1 Jaime 1 ascon, P.E. Chief, Product Control Division NOA No 06- 0706.03 Expiration Date: October 08, 2011 Approval Date: October 19, 2006 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTrED 6. 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4178 dated 04/07/04, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 05- 0112.01" C. CALCULATIONS 1. Revised Anchor Calculations, ASTM- E1300 -02, and structural analysis, prepared by PGT Engineering, dated 09/22/06, signed and sealed by Robert L. Clark, P.E. 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 MarcA•.7.,.2004, : • .. • signed by Robert L. Clark, P.E. "Submitted under NOA# 04-0319.02=' • • • • 2. Laboratory compliance statement as part of test reports for Test Reportt •Nb' FTL- • • • 2957, and 2958, issued by Fenestration Testing Laboratory, Inc., signal aiia sealed b • • signed and sealed by Antonio Acevedo, P.E. . . • .... • • . "Submitted under NOA# 04- 0319.02" • . • • • •••• • G. OTHER • • 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (Code). 2. Notice of Acceptance No. 05- 0112.01, issued to PGT Industries, for "SH -4000 Alum. Single Hung Window W/H.D. MTG. Rail ", approved on 3/31/05 and expiring 10/08/06. E -2 O Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0706.03 Expiration Date: October 08, 2011 Approval Date: October 19, 2006 76' MAX HEIGHT 331/8' MAX WIDTI 481/8' MAX FIXED DAYLIGHT OPENING 343/8° MAX FIXED DAYLIGHT OPENING MAX FROM OF MEET 37 34 318' MAX VENT DAYLIGHT OPENING 48 1/8' MAX V ••• • • • • • •• DAYLIGHT MOVING • • • • • • • • • • • OUTSIDE ELEVATION' • • •• ••• • • • • •• EIGHT O TTOM ING RAIL rY NOTES: NON - IMPACT WINDOWS 2.) MANUFACTURED WITH HEAVY DUTY MEETING RAIL 3.) SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. SHUTTERS MUST BE MIAMI -DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI-DADE COUNTY. 4.) SEE SHEET 4 FOR SECTION DETAILS. 5.) FOR ANCHORAGE REQUIREMENTS SEE SHEETS 6 AND 7. THE 331/3 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT 8.) SEALANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNERS WITH CLEAR COLORED SEALANT. 7.) REFERENCES: TEST REPORTS FTL -2957, FTL-2958, FTL -3986, FTL3887, FTL -4253 AND FTL -4378 ELCO TEXTRON NOA 04-0721.01, 03- 0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8.) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVE2). Rend F. ay F.K Rev By J.J. ' Rand ar F.K avorer F.K 00/20/06 bate 08/04/05 Mew 12/16/04 Revisions ADD AIR SPACE DAL 70 LO, OIABiRIC4PE$ • • II • REVISE NOTE 5 7&MAP. ADD AM. . • • ADD ALT. EXTRUSIONS • • • • • • • 9 • 4 •• � 4/18/01 Revisions D Rntams amm J.J. 614/08 ..• ••• • • 1Q73 TECHNOL DRIVE NoYq6419. L 42% • P.O. Box • NOKOMIS. FL Y4274 Visibly Better T 1.) GLAZING OPTIONS: (SEE TABLES, SHEET 3 FOR DESIGN PRESSURES) A.) 3118° TEMPERED GLASS B.) 3/18' ANNEALED GLASS C.) 1/T I.G. GLASS (1/8' TEMPERED, 1/4" AIR SPACE. 118 TEMPERED) D.)1/2' I.G. GLASS (1/8' ANNEALED, 1/4° AIR SPACE, 1/8' ANNEALED) E.) lir I.G. GLASS (3/18° TEMPERED, 3/18' AIR SPACE, 118° TEMPERED) F.) 112° I.G. GLASS (3/18' ANNEALED, 3/18' AIR SPACE. 118° ANNEALED) G.) 1/4' TEMPERED GLASS H.) 1M° ANNEALED GLASS NOA DRAWING MAP ELEVATION & NOTES lac ALUM. SINGLE HUNG WINDOW, W/ H.D. MTG. RAIL Sesskallatlet 5N4=60 I NT 1 m 7 2737 SHEET GENERAL NOTES 1 ELEVATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 VERT. SECTIONS 4 HORIZ. SECTIONS 4 PARTS LIST 5 EXTRUSIONS 5 ANCHORAGE 6-7 •1 :1 ' //k /11�/ 4 abort L. Cia*k, RE. PE 839712 Structural ••• • • • • • • • • • • • • ••• • • • • • • • • •• • • ••• • • • ••• • • • • • • • • • • • • • • •• • •• • • 3/16° GLAZING DETAIL (ORIGINAL DESIGN) 1TP NOM. 118' ANNEALED OR TEMPERED GLASS 1/4' AIR SPACE 118' ANNEALED OR '~ TEMPERED GLASS 1/2° I.G. GLAZING DETAIL (ORIGINAL DESIGN) IN. 1/4° GLAZING DETAIL (ORIGINAL DESIGN) •• •••• • • • • • • • • • • ••• • • • • • • • • • •• ••• •• • • • •• 1/2' NOM. 1/4' ANNEALED OR I TEMPERED GLASS � ® �Ea Erl 0 � B 1/2° I.G. GLAZING DETAIL (ORIGINAL DESIGN) 3118° ANNEALED OR TEMPERED GLASS 3/18° AIR SPACE 118° ANNEALED OR TEMPERED GLASS SWIGGLE IN. BITE Revs lEIT FJC 1y JJ. rtasay- FJC batanBy F.K Drew WOWS oce.: 12/1&184 4/18/01 Rations Rermnn• J.J. Merited 8y. • • ADD AIR SPACE DLW. TO LG. CRAM DEIA1L • • • ��L�'ALT•EXT • • • • • • • • ••• ADD ALT. EXTR& GLAZING of, • • • • • • B /14/OB I •• ••• • • • • 8170 TECHNOLL75V DRIVE NOK 4IS. FI14275 • • P.O. BOX 121 NOKOMIS, F134274 Visibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, W /H.D. MTG. RAIL SHOW Full 1 2 d 7 I� 2737 4.., H /f L . Clerk, PE 539712 3hucWrel •• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • COMPARATIVE ANALYSIS: TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 38 3/6" 60 5/8" 63" 76" 19118" A, 0 +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 B +56.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -88.3 H +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -88.3 C, E +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -90.0 +561 -90.0 D, F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -88.3 k A, 0 +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -87.5 B +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -75.2 H +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -75.2 C, E +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -86.8 D, F +58.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -75.2 28 112" A, 0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -83.2 B +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -71.6 H +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -71.6 C, E +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -82.6 D, F +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -71.8 32" A, G +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -77.5 B +56.7 -90.0 +58.7 -90.0 +55.7 -90.0 +56.7 -90.0 +56.7 -66.7 H +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 .666.7 C, E +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -78.9 D, F +56.7 -80.0 +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -88.7 37" A, G +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -75.7 B +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -88.5 +58.7 -65.0 11 +56.7 -90.0 +58.7 -90.0 +55.7 -90.0 +56.7 -90.0 +56.7 -85.0 C, E +56.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -75.1 D, F +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -65.0 40" A, 0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -75.8 B +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -83.9 +56.7 -85.0 H +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +58.7 -65.0 C, E +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -75.0 D, F +58.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -65.0 4 A, 0 +58.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -90.0 +58.7 -75.8 B +58.7 -90.0 +58.7 -90.0 +56.7 -86.5 +56.7 -77.1 +56.7 -65.0 H +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -85.0 C, E +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -75.0 D, F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -88.0 +56.7 -65.0 48" A, 0 +58.7 -90.0 +55.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -75.6 B +56.7 -90.0 +56.7 -90.0 +58.7 -79.9 +56.7 -70.2 +58.7 -84.2 H +58,7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -83.0 +56.7 -65.0 C, E +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -75.0 D, F +58.7 -90.0 +56W. • 0.80.00 • +56.7 433.4. 4 +56.7 -80.2 +56.7 -65.0 63 1 /8" A, G +56.7 -87.0 +40.7 40.0 • i .e8.2 ;904 +56.7 -83.3 +58.7 -75.6 B +56.7 -87.0 +56.7. • -Q0.0: : +58.! r • r3.4 • i +56.7 -60.8 +56.7 -57.4 H +56.7 -87.0 +5867 • 680.0 • • +56.7 •82.8 • +56.7 -71.6 +58.7 -65.0 C, E +56.7 -87.0 +56.7 -80.0 +56.7 T L -90.0 +58.7 -82.6 +56.7 -75.0 D, F +58.7 -87.0 +58.7 -80.0 +56.7 -71.8 +56.7 -71.6 +56.7 -64.3 ttm"e Doke 08/20/06 05/25 Dokz 12/10/04 4/18/01 Rtnisom H H xe0M"u: F Qcebd B* J.J. ADD AIR SPACE DIM TO LG. GLASS RECIPE. • • • UPDATE TABLE OESIGVPRESSUI *SF*RAll/TM 01300-02 • REMOVED OBSOLETE ALT. EAT. OD RCFO*IMA7•'ABLES INTO SNE REDUCE MAX NEGATIVE DP FROM 411111T060 ME. • • • • • • • • ADD GLASS TYPES AND NOTE 3• • • • • • 6/14/08 •• ••• •• • • - 41070 TECHNOLMOY BRIM NOS MIS, 34275 • 1 • F• P.O. B :• OX NOXOI.IS, FL 34274 • Visibly Better EGT DESIGN PRESSURES Tab ALUM. SINGLE HUNG WINDOW, W/ H.D. MTG. RAIL s"+mnmdet sox saw "s akes Re. sH400o NTS 3 " 7 2737 ll F.K tesmee* F.K Raw sr F.K Omani* FJC • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • NOTES: 1. GLASS TYPES: A. 3118' TEMPERED B. 3N8" ANNEALED A C. 1/2" I.G. (1/8°T,1/4' AIR SPACE, 1/87) D. 1/2' I.G. (1/8 "A,1/4' AIR SPACE, 1/B"A) E. 1/2° I.G. (3/167, 3/18° AIR SPACE, 1/8°T) F.1/2° I.G. (3116°A, 3118" AIR SPACE, 1/8°A) G. 1/4° TEMPERED H. 1/4' ANNEALED 2. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. A 3. POSITIVE DESIGN LOADS BASED ON WATER TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. A 4. SEE SHEETS 8 AND 7 FOR ANCHORAGE INFORMATION. • • • • • • • • • • • • • • • • NPt • • • • •• • • 5 a 1 i s $• • • • • • • • • • • • i g 1. 0 q•• 0 0 • tr.•• y o • q- z ITEM 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 18 23 24 25 28 27 28 32 33 34 35 38 37 47 49 50 51 52 Read F.K l end J.J. F.K er F.K. DESCRIPTION RANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB HEAVY DUTY FIXED MEETING RAIL VENT TOP RAIL VENT BOTTOM RAIL VENT SIDE RAIL VENT STOP VENT CAM INSERT (LH. & R.H.) 88 x.750 QUAD PAN HEAD SMS WEATHERSTRIP, VINYL BULB WR.EAF SWEEP LATCH 88 x.625 PHIWPS FLAT HEAD SMS BALANCE WEATHERSTRIP, .187 x .270 FIN WEATHERSTRIP, .187x .200, FIN BALANCE TAKE -OUT CLIP SILICON GLAZING SEALANT 3118' ANNEALED GLASS 3/16' TEMPERED GLASS 3116',1/4' GLAZNG BEAD 88 x 1.000 QUAD PAN HEAD SMS 1' x 1.5' OPEN CELL FOAM PAD SCREEN ASSEMBLY VENT RAIL BOTTOM LOCK VENT RAIL BOTTOM LOCK SPRING GLAZING BEAD, 1/2° I.G. Data 66116 /00 mar 66/64/65 Oats: 12/16/04 4/18/01 Revisions bead J.J. 32 #2740, BOTTOM LOCK, 6063 -T6 Rev/sitars H 6 PGT # 62703 62704 62705 6534525 6534522 6534523 6534524 68387 42800 7834PA BTP249 71098 7858 61062 67919 7121UM 62899 65196 781PQ 62721 7SPRNG 1253 1/2' I.G. GLASS (1/8' TEMPERED, 1/4' AIR SPACE, 1/8' TEMPERED) 112' LG. GLASS (1/8' ANNEALED, 1/4" AIR SPACE, 118" ANNEALED) FLANGED FRAME SILL 62751 6083.76 2751 1'x 2'x1 /16' FOAM GASKET 1/4' ANNEALED GLASS 1/4' TEMPERED GLASS 1/2' I.G. GLASS (3/16° ANNEALED, 3/16' AIR SPACE, 1/8' ANNEALED) 112' I.G. GLASS (3/16' TEMPERED, 3/18' AIR SPACE, 1Al' TEMPERED) ADD AIR SPACE D1M. TO I.G. GLAt 41P4I43 UPDATEBOM • • • • •• • • • • • UPDATE MATL & DWG NO.S • • • to • • ••• Oats 6/14/06 VENDOR /MAT'L 6063-T6 6063 -T8 6063 -T8 6063 -T6 8063 -T8 6063 -T6 6063 -76 6083 -T6 NYLON 6/6 SPENCER OR = TEAM PLASTICS OR = MINIATURE DIE CASTING OR = SPENCER OR = CALDWELL OR = TEAM PLASTICS OR = SCHLEGEL OR = CALDWELL OR = DOW, GE OR = FLORIDA SCREEN 011 SPENCER OR = 6063 -TB 35,36,51 & 4 8L •• ••• I• Itr — r • • • • • •• (ALTERNATE) 2'00 #1711,10,11. du; • • `.:60%-t6 • • • • • ••• • • • • RUN mcsicalloY DRIV# NOII�4IS.i�34276 • • •• • • P.O. BOX11)820 • NOKOMIS, FL 34214 DWG.# 2703 2704 2705 2710 2707 2708 2708 2770 2748 2740 S. STL TEAM PLASTICS OR = •• 1.180 1.:09 • Vutbly Better B Z 2.129 —► 0 #2703, HEAD 6063 -T6 L./ #2710, HD MTG. RAIL, 6063 -T6 O #2708, VENT BOTTOM RAIL, 6063 -T6 2.00 500 ' I 1�2 .050 1.482 #2704, SILL 6063 -T8 O #2707, VENT TOP RAIL, 6063 -T6 O #2709, VENT SIDE RAIL, 6063 -T6 PARTS LIST AND EXTRUSIONS ALUM. SINGLE HUNG WINDOW, W/ H.D. MTG. RAIL sa.m. sms: 10. omftm S14040 Half 5 d 7 2737 H 1.139 #2705, JAMB 6063 -T6 -8E1 14 1.174 #2770, VENT STOP, 6063 -T6 Structural ••• • . • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • CONCRETE ANCHOR SEE NOTE 1 CONCRETE ® 1 3/8' MIN. CMU 1 1/4' MIN. ® MIN. 3ksl CONCRETE OR MIN.1.SksI CMU (EXTERIOR) DETAIL 1 l l 11, "Irll I f H11,111 114° MAX SHIM -- CONCRETE ANCHOR II " pj;l SEE NOTE 1 j CONCRETE A 1318'MIN. CMU 1 1/4° MIN. 1.7 50 e MIN 1X WOOD BUCK (SEE NOTE 2) MIN. 3ksI CONCRETE OR MIN. 1.5ks1 CMU (EXTERIOR) DETAIL 2 TYPICAL JAMB ANCHORAGE WOOD ANCHOR SEE NOTE I �� 111 1/4° MAX SHIM 2X WOOD BUCK (SEE NOTE 2) NOTES: 1. MIAMI -DADE COUNTY APPROVED ANCHOR TYPES: 1. ELCO 1/4' TAPCON 2. ELCO 114' S54 CRETE -FLEX MASONRY SCREWS 3. #12 STEEL SCREW (35) A FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY ABOVE APPROVED 1/4' TAPCONS OR 534 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1.750". FOR WOOD APPLICATIONS USE 612 STEEL SCREWS (GS) OR 1/4' ELCO SS4 CRETE -FLEX ANCHORS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1 3B° ® — MIN. 3. WOOD BUCKS LESS THAN 1 1/Y THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T6 AND A MINIMUM OF 1/18 THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTIITES SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED. (EXTERIOR) DETAIL 3 5. 53 vs. WIDE x 78° HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING WITH NO HEAD OR SILL ANCHORS ( REF. TEST REPORTS FTL -4253 AND FTL -4378). ® JAMBS: 9' MAX FROM CORNERS, 8112 BELOW MEETING RAIL AND 17' ABOVE THE LOWER MEETING RAIL ANCHOR 3" MIN. ANCHOR SPACING. 8. FOR INSTALLATION IN MIAMI -DADE COUNTY REFER TO DINEI NSI0NBAF 11107013 ANN ANcipoRipuwws PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEI•THI CORNER AND MEE • • •• • • • • • 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCRS, THIOIIE STO `OP OVQH OTAF,i DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). • • ••• • • • • • • • Rend er F.K. Rene F.K REVISE SPECIFY X 4 8 & A � T ¢ �� � 0 1 OE S REVERSE ANCHOR SITS. AND ROME A•CH•RAIE NO7115 • Daft 09/2006 Rand Br F.K o�Rr F.K. OS 12/16/04 4118/01 Revlsi e 11 Roeaa Cheeks By: J.J. UPDATE SCR A NOTES • • • • • • • • ••• 6/14/06 -- ••• we • • • TECHNOLOGY DRN! NoNDMMIS. 1.34275 • • •• • P.O. 8Oxj62B • NOKOMIS. FL 34274 Vtstb6 Better ANCHORAGE DETAILS rd ALUM. SINGLE HUNG WINDOW, W /H.D. MTG. RAIL SH4000 Sear NTS 6 d 7 room 2737 Robert L. Clink P.E. PE #39/12 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • QUANTITY OF ANCHORS REQUIRED EACH JAMB TABLE 2. ANCHORISUBSTRATE WINDOW WIDTH 19 1/8" 24" 281/2" 32" 3r 40" 44" 48" 63 1/8" GLASS TYPE A,G B H C, E D, F A, G B H C, E D, F A,G H C, E D, F A,G B H C, E D, F A, B H C, E D, F A,G B 11 C, E D, F A, G B H C, E D, F A, B H C, E D, F A,G B H C, E D, F Ne W a F. F.K 08/10/08 H FJC 0525108 O Road eg Data Ravishers F.K 17/16,04 F Palm 8y mla ammeter F.K. 4/18/01 J.J. WINDOW HEIGHT 38 3/8" 3MI 2/W 1,2/C 3M 2/W 1,2/C 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 26" 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 8 6 6 8 6 8 6 8 6 8 6 6 8 8 6 6 %• i • s 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 8 6 • 4 6• • • 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 8 6 6 6 6 6 6 6 6 6 6 6 6 6 8 6 6 6 • III • B • • at 6 6 ADD AIR ABLE CHOO R LG. GLASS Tp CIPE AE NCHOR ` • REVISE SPACE= TABLE T CAL REVISE AND UFOATEANCHOR bRIIT • UPDATE NOTE 1 • • • • • • • • 6 _• • •VI VI 60 8/8" 3/W 2IW 1,2/C 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 8 6 6 6 6 6 6 8 6 6 6 6 6 8 6 6 6 6 6 8 6 8 8 • 8 • • • 4L • • I • 8 ,a 63" 3/W 21W 1,2/C 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 8 6 6 6 8 8 6 6 6 8 6 6 6 6 6 6 6 8 6 6 6 6 6 • • es • 8 6 8 6 6 6 6 8 6 6 6 8 6 6 6 6 8 6 6 6 6 8 6 6 6 6 8 6 6 6 6 8 8 8 8 8 10 8 10 10 •• 8 10 •8 • i8 • 8 • •10 •• ••• •1 i 0 1o TECHNOL 4 o Rlvt NO 5 VA 34276 1 • P.O. 80X• • • NOKOMIS, F•34274 1 10 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 6 8 6 8 6 6 6 6 6 8 6 8 8 8 10 6 1 0 10 8 10 6 10 10 10 10 6 8 10 8 6 6 6 6 6 6 6 6 6 6 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 6 8 8 6 10 6 10 10 6 8 1 0 8 6 6 6 6 6 6 6 6 6 6 8 6 6 6 6 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 1 0 10 10 10 10 1 0 10 10 10 8 10 10 10 76" 3M 21W 1,2/C 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 6 8 6 8 6 6 8 8 6 8 6 10 8 8 10 8 10 6 10 10 10 SariesAfedet SHOOS 6 6 6 6 6 6 6 6 8 6 6 6 6 8 6 6 6 6 6 6 6 8 6 6 8 6 8 6 6 8 6 8 6 6 8 6 10 6 10 10 8 6 6 6 6 6 6 6 8 6 8 8 6 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 8 10 10 10 10 10 12 10 10 12 10 ANCHOR TYPE/SUBSTRATE KEY 3/W = 412 SCREW IN WOOD GLASS TYPE KEY A. 3/16° TEMPERED B. 3/16° ANNEALED G. 1/4° TEMPERED H. 1/4" ANNEALED ANCHORAGE SPACING, 1/1 WINDOWS TitOr ALUM. SINGLE HUNG WINDOW, W1 H.D. MTG. RAIL 2737 = 1/4' TAPCON OR 1/4° SS4 CRETE-FLEX IN CONCRETE (SEE APPLICATION NOTES AND DETAILS ON SHEET 6) NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL tailMICIFVENEWilt a PE 639712 Structural 2 `PAID 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) (AS C')(- -2% a www•bundfm eodeoniine.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This 14OA is being issued under the applicable rules and regulations governing the use of construction materials. The d6 g entation submitted has been reviewed by Miami-Dade County Product Control Division and accepted 4 sf ' es and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by Jurisdiction (AHJ). . valid after the expiration date stated below. The Miami -Dade County Product Control D de County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to u or material tested for quality assurance purposes. If this product or material fails to perform in , the manufacturer will incur the expense of such testing and the AHJ may immediately • : , i o , or suspend the use of such product or material within their jurisdiction. BORA rese fives t e right -, •lce ���� _, eptance, if it is determined by Miami -Dade County Product Control Di�visigathat tins p or • to meet the requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with the F•uilding Code, including the High Velocity Hurricane Zone • • • • • DESCRIPTION: Series "640" Outswing Aluminum Casement Window mulled to Figs • SWindost-141.1. • APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Wmdow,reitImpaerl, pots 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision "B" on 10/17/®5, signed and sealt8 by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp pig: fh'e Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. • • • • • • • MISSILE IMPACT RATING: None • • • •• • •••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state ati • 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 pardon of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1219.05 consists of this page 1 and evidence E-1, and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05- 1129.09 Expiration Date: April 24, 2008 Approval Date: February 23, 2006 Page 1 • • • 0 • . • . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision "B" on 10/17/05, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3579 dated 10/03/02, signed and sealed by Joseph A. Chan, P E. • • "Submitted under NOA# 02 1219.05" • . • . • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per j. AS 19244 along with marked -up drawings and installation diagram of a single jig /fixed vitly1 window, prepared by Fenestration Testing Laboratory, Inc., Test Relu rt No. 3583 dated 10/03/02, signed and sealed by Joseph A. Chan, P.E. • • • • • • • • • • • "Submitted under NOA# 02 1219.05" . . . "' • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per TAS 202:4 along with marked -up drawings and installation diagram of a single Mitt/fixed yky,l window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM . 3585 dated 10/08/02, signed and sealed by Joseph A. Chan, P.E. • • • • • • • •; • "Submitted under NOA# 02 1219.05" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3588 dated 10/08/02, signed and sealed by Joseph A. Chan, P.E. "Submitted under NOA# 02 1219.05" 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3584 dated 10/03/02, signed and sealed by Joseph A. Chan, P.E. "Submitted under NOA# 02 1219.05" 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3591 dated 10/09/02, signed and sealed by Joseph A. Chan, P.E. "Submitted under NOA# 02- 1219.05" E-1 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.09 Expiration Date: April 24, 2008 Approval Date: February 23, 2006 • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/12/03, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated 12/11/02, signed and sealed by Lucas A. Turner, P.E. • • 2. Statement letter of no financial interest, dated 12/11/02, signed aid sealed b•Lucas A. Turner, P.E. • • • G . O'111ER .... • • 1. Letter from consultant, dated 01/24/06, stating that the product is incompliance with • • the Florida Building Code (FBC). "' • 2. Notice of Acceptance No. 02- 1219.05, issued to PGT Industries, Tor Melt "Series. • • • • " 640" Outswing Aluminum Casement window mulled to Fixed'9Windoiv, apprpy1 on • 04/24103 and expiring on 04/24/08. • E-2 • Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-1129.09 Expiration Date: April 24, 2008 Approval Date: February 23, 2006 • .• NOTES: NON - IMPACT WINDOWS 1. GLAZING OPTIONS: A. 3/16° ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/2" I.G. GLASS (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) D. 1/8° ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / 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 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 5. F. FOR 44-4 .XOX" & "0" CONFIGURATIONS SEE SHEET 6. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE 'XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 2, 3 AND 12 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 LITE (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN 0 SEE SHEET 12 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 4 THROUGH 8. SEE SHEETS 4 THROUGH 8 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE RUUp IW • • MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REIIIVIRER. • • • • • •• • • • • ••• • C 6. NARROW JOINT SEALANT IS USED ON ALL FOUR OJ '4E�yS;OF PF ; • • • 7. REFERENCE TEST REPORTS: FTL- 3579, FTL -3581, FTL -3583, FTL -3584, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. . . Baer n� R F.K 3/11!03 A REUSE ANCHORAGE NOTE 4 rrn"der Da. Reed"a RIG 10/17/05 B REVISE DP MITE 3ANDANCHORAGE NOTE 4. (dune,: E.K 12/02 Daft • • • • • • • • I f LOY •• • •07 1�FL 94� • • • P.010801020 • NOXOA09. FL 34274 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• x 0 x 0 x CONFIGURATIONS OPTIONS A 0 x X 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL UTES 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS 1/2° I.G. GLASS (1/8"A,1/4" SPACE,1 /8 °A) ••• • • Visibly Better ••• • • • • • • •• • .650" NOM. Q 1 GLASS BITE Nib ' !T r I Q 1/8" OR 3/16" GLAZING DETAIL .650" NOM. [ GLASS BITE Q 1/2" I.G. GLAZIN DETAIL NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT mvddo amet CA-040 NTS 1 .12 I 7045.9 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS... 1 ELEVATIONS 2-3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 B f (/2 Vac Lucas A Tamer, P.E. PE 058201 Mechanical CENTERLINE 1 1/2" MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. f 4" MAX, ANCHOR LOCATION TYP. SEE .MID-SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. ,1 �I r -w 4" MAX MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4° MAX. 30" MAX. DAYLIGHT OPENING X 134" MAX. WID 53" MAX. DAYLIGHT - OPENING 30" MAX. DAYLIGHT OPENING / 0 / 4" MAX. F 14 1/2° MAX C. TYP. ELEVATION "B" - 63" HIGH ")0C" (SEE SHEET 5 FOR PRESSURES) 56" MAX _ DAYLIGHT OPENING X -, ` ,, • •.. • - - % • MAX 13" MAX.•O.C.•-1 • • • • • 1- .1 141/2° MAX. O.C. VENT HEAD & SILL ONLY 3T' • VENT TYP • BO" ate FA • • " SEE MEETING RAIL DETAIL TYP. (4) - - 63" MAX. HEIGHT r--- 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT ELEVATION "A" - 63° HIGH'XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) Road Sr FX Road Elic F.K Rama lir Draw . FK Da. 3111/03 Flevtabatc A Bahr 10717115 Oda 12/02 gm* low teethed By REVISE ANCHORAGE NO CHANGE T169SHEET Data • • • • • • • • P.O2.96A•1829 • NOKOMIB, FL 34274 • • • • Vistbly Berner "XX" & 'MX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON IMPACT bat. rdel CA-640 NTS Stroh 2 a 12 7045 -9 Lucas A. Turner, P.E. PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX 32" MAX. WIDTH 25° MAX. DAYLIGHT OP ING �_ 1 141/2° 4° MAX MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 141/2° MAX O.C. VENT HEAD & SILL ONLY 65° MAX. DAYLIGHT OPENING 13° MAX. O.C. 72" MAX HEIGHT 4° MAX SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX O.C. 4° MAX. F.... 37" MAX. WIDTH 30" MAX DAYLIGHT OPENING X i 4 r- L 97" MAX. WIDTH 56" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. ELEVATION "D" - 63° HIGH °X° (SEE SHEET 4 FOR PRESSURES) 30" MAX 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 63° MAX HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX O.C. L •• •• • • • •• 56" MAX DAYLIGHT OPENING �I �: • I • �s i : i r4 - i13° MAX O.C. 4 "MAX. F • •• •I • • • •• 37" MAX. VENT -+ 60° MAX. FIXED ELEVATION "F" - 63° HIGH 'XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) • • • .r• ... ••• 60° MAX. WIDTH 53" MAX. DA YLIGHT OPENING 4" MAX. 4° AX -J ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) -- ►1-13° MAX O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 63° MAX HEIGHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) 56° MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRONIXT REVISED samelterg •ilia• nm1Aa s.1 py e.."ey Ft Re.seey FK sr Dam 9y FK Dads 3/1503 Omer 10117/05 Dais vex 112i12/02 Anistrads A PAtrAcc Ames (Aided By: REV,SEANCHORAGE • • • • • • • • NO CHANGE 7753 SHEET . • • • • Oats • • F7. • F.& Sarum • NOKOMAS, Ft 34274 Vfribly Better X° "0", XO" & OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT AstedAdd CAa40 actft NTS awe 3 m 12 7045 -9 11 Lucas A. Turtrer, PE PE 058201 Medrenl ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL-3579, FTL- 3581, FTL -3585, FTL -3586, FTL -3590, FTL -3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2"1.0. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) HEIGHT "X" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 38.000 37.000 A B C A B C A B C A B C A B C A B C A B C A B C 26.000 NEG -120.0 -210.0 -135.0 -95.1 -210.0 -118.8 -78.0 -175.5 -97.5 -61.9 -139.4 -77.4 -55.4 -124.7 -69.3 -50.1 -112.8 -82.7 -45.8 -103.0 -57.2 -43.9 -98.7 -54.8 POS 76.7 76.7 76.7 78.7 76.7 76.7 76.7 78.7 76.7 61.9 76.7 76.7 55.4 76.7 69.3 50.1 76.7 62.7 45.8 76.7 57.2 43.9 76.7 54.8 31.000 NEG -120.0 -210.0 -135.0 -95.1 -210.0 -118.8 -78.0 -175.5 -97.5 -60.8 -136.9 -76.1 -53.5 -120.4 -66.9 -47.7 -107.4 -59.7 -43.1 -96.9 -53.9 -41.1 -92.4 -51.4 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 60.8 76.7 76.1 53.5 76.7 66.9 47.7 76.7 59.7 43.1 75.4 53.9 41.1 71.9 51.4 36.000 NEG -120.0 -210.0 -135.0 -95.1 -210.0 -109.1 -78.0 -175.5 -97.6 -60.8 -136.9 -76.1 -53.5 -120.3 -66.8 -47.4 -108.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.1 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 60.8 76.7 78.1 53.5 76.7 66.8 47.4 78.7 59.2 42.3 73.9 52.8 40.0 70.1 50.0 38.375 NEC -119.5 -210.0 -133.3 -95.1 -210.0 -100.0 -78.0 -175.5 -94.4 -60.8 -138.9 -76.1 -53.5 -120.3 -66.8 -47.4 -108.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 78.7 76.7 76.7 76.7 76.7 76.7 60.8 76.7 76.1 53.5 76.7 66.8 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 43.000 NEG -112.0 -210.0 -123.0 -88.6 -199.2 -85.4 -78.0 -175.5 -82.5 -60.8 -136.9 -76.1 -53.5 -120.3 -68.8 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 60.8 76.7 76.1 53.5 76.7 66.8 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 48.000 NEG -97.5 -210.0 -112.0 -76.2 -171.5 -75.9 -71.5 -160.9 -71.1 -60.8 -136.9 -87.9 -53.5 -120.3 -65.6 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.2 76.7 75.9 71.4 76.7 71.1 60.8 76.7 87.9 53.5 76.7 65.6 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 50.625 NEC -91.3 -205.4 -104.8 -71.1 -160.0 -70.7 -66.5 -149.6 -66.6 -60.8 -136.9 -83.0 -53.5 -120.3 -61.6 -47.4 -108.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 71.1 76.7 70.7 66.4 76.7 68.6 60.8 76.7 63.0 53.5 76.7 61.6 47.4 76.7 69.2 42.3 73.9 52.8 40.0 70.0 50.0 54.000 NEG -84.3 -189.8 -96.9 -71.1 -160.0 -67.6 -61.0 -137.2 -60.9 -55.6 -126.7 -57.2 -52.9 -120.3 -56.1 -47.4 -106.6 -55.7 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 71.1 76.7 67.6 60.9 76.7 60.9 55.6 76.7 67.2 52.9 76.7 56.1 47.4 76.7 55.7 42.3 73.9 52.8 40.0 70.0 60.0 57.000 NEG -79.0 -177.8 -90.7 -66.4 -149.3 -64.6 -58.3 -131.2 -55.5 -52.3 -117.6 -52.6 -49.4 -112.9 -51.1 -47.1 -106.6 -52.1 -42.3 -95.1 -51.4 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 66.4 76.7 64.8 58.3 78.7 55.5 52.3 76.7 52.5 49.4 76.7 51.1 47.1 76.7 52.1 42.3 73.9 51.4 40.0 70.0 50.0 60.000 NEG -74.3 -167.2 -85.3 -62.2 -140.0 -61.1 -57.9 -130.2 -51.5 -48.8 -109.8 -48.3 -46.7 -1052 -48.6 -44.0 -101.4 -49.0 -42.1 -95.1 -40.0 -48.1 POS 74.3 76.7 62.2 78.7 61.1 57.9 76.7 51.5 48.8 76.7 48.3 46.7 76.7 48.6 44.0 76.7 49.0 42.1 73.9 48.5 40.0 70.0 48.1 63.000 NEG -70.1 -157.8 -80.6 -58.6 -131.8 -58.8 -54.4 -122.3 -45.7 -102.9 -45.5 -43.8 -98.5 -45.9 -41.1 -94.7 -46.2 -39.7 -91.5 -45.7 -39.2 -90.0 -45.2 POS 70.1 76.7 76.7 58.6 76.7 58.8 76.7 49.6 45.7 76.7 43.8 76.6 45.9 41.1 73.7 46.2 39.7 71.1 45.7 39.2 70.0 45.2 66.000 NEG -66.4 -149.4 -55.3 -124.4 -55.3 -51.3 -115.4 -47.5 -102.4 -42.4 -40.0 -90.0 -40.0 POS 66.4 76.7 55.3 76.7 51.3 76.7 47.5 45.5 76.7 42.4 40.0 70.0 40.0 69.000 NEG -63.1 -141.9 -63.1 -52.4 -117.9 -52.4 -48.5 -109.2 -45.7 -44.2 -99.6 -40.2 -40.0 -90.0 -39.3 POS 63.1 76.7 63.1 52.4 76.7 52.4 48.5 76.7 45.7 44.2 76.7 40.2 40.0 70.0 39.3 72.000 NEG -135.1 -60.0 -112.0 -49.8 -46.0 -103.6 -44.5 -41.9 -94.3 -38.3 -39.0 -90.0 -36.2 POS 60.0 76.7 60.0 49.8 76.7 49.8 46.0 76.7 44.5 41.9 73.4 38.3 39.0 70.0 36.2 COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL-3588 GLAZING OPTION: D. 1/8" ANNEALED WIDTH 19.125 21.500 24.000 26.500 HEIGHT 26.000 NEC -57.6 -45.6 -36.6 -30.0 POS 57.6 45.6 30.0 31.000 NEC -57.6 -36.6 -30.0 POS 30.0 36.000 NEG -57.6 -45.6 -30.0 POS 57.6 45.6 36.6 30.0 38.375 NEG -57.6 -45.6 -30.0 POS 57.6 45.6 38.6 30.0 43.000 NEG -57.6 -45.6 -30.0 POS 57.6 45.6 30.0 48.000 NEG -53.8 -45.6 -36.6 -30.0 POS 53.8 45.6 36.6 30.0 50.625 NEC -50.4 -45.6 -38.6 -30.0 POS 50.4 45.6 36.6 30.0 64.000 NEG -46.5 -38.6 -30.0 POS 46.5 42.5 36.6 30.0 57.000 NEG -39.8 -35.9 -30.0 POS 43.6 39.8 35.9 30.0 60.000 NEG -41.0 -37.4 -33.9 -28.7 POS 41.0 37.4 33.9 28.7 63.000 NEG -38.7 -35.2 -32.3 -27.5 POS 38.7 35.2 32.3 27.5 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO:rlir 1114 D:SIVISCPREEVURES IN THE ABOVE TABLES, USE ELCO 1/4" 2. IF INSTALLING WITFI #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. •• SOS 00111 IIIMPUCir REVISED aramtbrdih Ike Ruda ReosdOX RetadBir intenen Otte Regskas bee Daft Rertstorre er ,4222E13 NOM Oa REWSE ANCHORAGE NOTE Vita& Better PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON-1MPACT ItedesAttde 7045-9 LIMOS A. Turner, P.E. PE 010201 Mechanical • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3579, FTL -3590, FTL3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED "XX" WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C_ HEIGHT 26.000 NEG - 120.0 -210.0 - 135.0 -118.5 -210.0 -135.0 -95.1 -210.0 -118.8 -77.6 -174.7 -97.1 -67.9 - 152.9 -84.9 -61.9 -139.4 -77.4 -55.4 -124.7 -69.3 -50.1 -112.8 -62.7 -45.8 -103.0 -57.2 -43.9 -98.7 -54.8 POS 76.7 76.7 76.7 76.7 76.7 76.7 78.7 76.7 76.7 76.7 76.7 76.7 67.9 76.7 76.7 61.9 76.7 76.7 55.4 76.7 69.3 50.1 76.7 62.7 45.8 76.7 57.2 43.9 76.7 54.8 31.000 NEG -120.0 -210.0 -135.0 -118.5 -210.0 -135.0 -95.1 -210.0 -118.8 -77.6 -174.8 -97.0 -67.4 -151.7 -84.3 -60.8 -136.9 -76.1 -53.5 -120.4 -66.9 -47.7 -107.4 -59.7 -43.1 -96.9 -53.9 -41.1 -92.4 -51.4 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 67.4 76.7 76.7 60.8 76.7 76.1 53.5 76.7 66.9 47.7 78.7 59.7 43.1 75.4 53.9 41.1 71.9 51.4 36.000 NEG -120.0 -210.0 -135.0 - 118.5 -210.0 -119.3 -95.1 -210.0 -109.1 -77.6 -174.8 -97.0 -67.4 -151.7 -84.3 -60.8 -136.9 -76.1 -53.5 -120.3 -86.8 -47.4 -106.8 -59.2 -42.3 -95.1 -52.8 -40.0 -90.1 -50.0 POS 76.7 76.7 76.7 76.7 78.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 67.4 76.7 76.7 60.8 76.7 76.1 53.5 76.7 66.8 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.1 50.0 38.375 NEG -120.0 -210.0 -135.0 -110.9 -210.0 -110.4 -95.1 -210.0 -100.0 -77.6 -174.6 -94.3 -67.4 -151.7 -84.3 -60.8 -136.9 -76.1 -53.5 -120.3 -68.8 -47.4 -106.8 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 78.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 67.4 76.7 76.7 60.8 76.7 76.1 53.5 76.7 66.8 47.4 78.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 43.000 NEG -105.5 -210.0 -131.9 -95.0 -210.0 -97.5 -88.5 -199.2 -85.4 -77.6 -174.6 -82.4 -67.4 -151.7 -80.5 -60.8 -136.9 -76.1 -53.5 -120.3 -66.8 -47.4 -106.6 -592 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 78.7 76.7 76.7 76.7 76.7 78.7 76.7 76.7 67.4 76.7 78.7 80.8 76.7 76.1 53.5 76.7 66.8 47.4 78.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 48.000 NEG -91.9 -206.7 -114.8 -82.2 -185.0 -88.7 -76.2 -171.5 -75.9 -71.4 -160.7 -71.0 -67.4 -151.7 -69.0 -60.8 -136.9 -87.9 -53.5 -120.3 -65.6 -47.4 -108.6 -592 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.2 76.7 75.9 71.4 76.7 71.0 67.4 76.7 89.0 60.8 76.7 67.9 53.5 76.7 65.6 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 50.625 NEG -86.0 -193.6 -107.6 -76.8 -172.8 -85.9 -71.0 -159.9 -70.7 -66.4 -149.4 -86.4 -83.5 -142.9 -64.3 -60.8 -136.9 -63.0 -53.5 -120.3 -61.6 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 71.0 76.7 70.7 66.4 78.7 66.4 63.5 76.7 64.3 60.8 76.7 63.0 53.5 76.7 61.6 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 54.000 NEG -79.6 -179.0 -99.4 -70.8 -159.4 • -84.0 -65.3 -147.0 -67.6 -60.9 -137.0 -60.8 -58.1 -130.8 -58.6 -55.6 -57.2 -52.9 -120.3 -47.4 -55.7 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 70.8 76.7 76.7 65.3 76.7 67.6 60.8 58.1 76.7 58.6 57.2 52.9 58.1 47.4 55.7 42.3 73.9 52.8 40.0 70.0 NEG -74.6 -167.7 -93.2 -66.2 -149.0 -82.4 -61.0 -137.2 -64.6 -56.7 -127.6 -54.1 -121.6 -52.3 -117.6 -49.4 -112.9 -47.1 -108.6 -52.1 -42.3 -95.1 -51.4 -40.0 -90.0 -50.0 POS 74.6 76.7 76.7 66.2 61.0 76.7 64.6 76.7 55.4 54.1 76.7 53.7 52.3 76.7 52.5 49.4 76.7 51.1 47.1 76.7 52.1 42.3 73.9 51.4 40.0 70.0 50.0 NEG -70.1 -157.8 -87.7 -62.2 -139.9 -77.7 -57.2 -128.6 -61.1 -53.1 -51.5 -50.5 -49.5 -48.8 -48.3 -46.7 -48.6 -44.0 -101.4 -49.0 -42.1 -95.1 -48.5 -40.0 -90.0 -48.1 POS 70.1 76.7 76.7 62.2 76.7 76.7 57.2 76.7 61.1 53.1 51.5 50.5 76.7 48.8 76.7 48.3 46.7 76.7 48.6 44.0 76.7 49.0 42.1 73.9 70.0 48.1 63.000 NEG -66.2 -149.0 -82.8 -58.8 -131.9 -73.3 -53.8 -121.1 -58.8 -49.9 -112.2 -47.4 -45.8 -45.7 -102.9 -45.5 -43.8 -98.5 -45.9 -41.1 -94.7 -39.7 -91.5 -45.7 -39.2 -90.0 -45.2 POS 66.2 76.7 76.7 58.6 53.8 76.7 58.8 49.9 49.4 47.4 76.7 45.8 45.7 76.7 45.5 43.8 76.6 41.1 73.7 39.7 71.1 45.7 39.2 70.0 45.2 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THEfUlal•IDESIG111PRESSWRSS IN•TiHE ABOVE TABLE, USE ELCO 1/4° 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE JS LIMITB tat P.VF: • • • vsvar Rood Br FJC Itsasdlts Dabs A Dabs Oaks armee EIC Doxidatar antlers Chboiaday ADDED NOTE REME ANCHORAGE NOTE • Dare • ItivE NOKOMIS, FL 94274 Virib& Better PRESSURES- XX CONFIG. WINDOWS Tax ALUMINUM CASEMENT WINDOW, NON-IMPACT saakee Lucas A Tumor, P.E. PE a58201 Machankal COMPARATIVE ANALYSIS TABLE 4. "0" & "1/41/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "0" WIDTH "XOX" WIDTH HEIGHT —Ivt XI SIN 01 <-Ist XI 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36.000 72.000 A -90.3 76.7 -85.0 76.7 -76.1 76.1 -70.7 70.7 -63.2 63.2 - 55.6 55.6 -52.1 52.1 - 48.4 48.4 - 45.3 45.3 -42.1 42.1 -39.7 39.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -183.2 76.7 -169.7 76.7 -155.0 76.7 -143.9 76.7 -134.3 76.7 -125.9 76.7 C -90.3 76.7 -85.0 78.7 -83.3 76.7 -79.3 76.7 -69.3 69.3 -61.1 61.1 - 56.6 56.6 -51.7 51.7 -48.0 48.0 -44.8 44.8 -42.0 42.0 O 37.000 A -86.5 76.7 -81.0 76.7 -73.8 73.8 -89.3 69.3 -61.8 61.8 `- 54.5 54.5 -51.0 51.0 -47.5 47.5 - 44.4 44.4 -41.6 41.8 -39.2 39.2 74.000 B -210.0 76.7 -210.0 78.7 -210.0 76.7 -210.0 76.7 -21( 7 -180.5 76.7 -167 r -152.4 76.7 -141.4 76.7 -131.9 78.7 -123.6 76.7 -86.5 76.7 -81.0 76.7 -78.9 76.7 -77.8 76.7 -8E 7 -60.2 60.2 -55 r - 50.8 50.8 -47.1 47.1 - 44.0 44.0 -41.2 41.2 39.500 79.E -78.4 76.7 -72.6 72.6 -68.8 68.1 3.0 66.0 -58 3 -51.9 51.9 -49 2 -45.5 45.5 -42.8 42.8 -40.3 40.3 -37.8 37.8 -210.0 76.7 -210.0 76.7 -209.3 76.7 -20r.8 76.7 -207 7 -174.6 76.7 -161 r -146.7 76.7 -135.9 76.7 -126.5 76.7 -118.4 76.7 -78.4 78.7 -72.8 72.6 -69.8 69.1 1.3 69.3 -6E 5 - 58.2 58.2 -53 7 - 48.9 48.9 - 45.3 45.3 -42.2 42.2 -39.5 39.5 42.000 L1 -71.6 71.6 - 85.7 65.7 -62.5 62.1 1.7 61.7 -5E 1 - 50.2 50.2 -47 3 - 44.2 44.2 -41.5 41.5 -39.1 39.1 -37.3 37.3 84.000 -210.0 76.7 -197.2 76.7 -187.5 76.7 -185.1 76.7 -183.7 78.7 -169.9 76.7 -156 r -141.9 76.7 -131.2 76.7 -121.9 76.7 -113.9 76.7 12mE1121m1E -71.6 -84.9 71.6 64.9 -85.7 -59.0 65.7 59.0 -62.5 -55.6 62.5 55.6 -61.7 r- 's u 11 1 ° 1 a l Cs1 714 ,@ 411 61.7 54.5 -81.2 -52.8 61.2 52.8 - 55.7 -48.1 55.7 48.1 -52 -45 1 -47.3 -42.4 47.3 42.4 - 43.7 43.7 40.1 -40.6 - 38.2 40.6 38.2 - 38.0 ovr1a 38.0 38.4 76.7 38.4 35.1 76.7 35.1 34.0 76.7 45.000 90.000 -194.7 76.7 -177.1 76.7 -166.7 76.7 76.7 -160.3 76.7 -160.0 76.7 -151 -137.2 76.7 76.7 -1172 76.7 - 64.9 64.9 - 59.0 59.0 -55.6 55.6 54.5 - 53.4 53.4 -52.9 52.9 -50 -45.7 -41.1 45.7 41.1 42.1 -39.1 39.1 48.000 98.000 -59.3 -178.0 59.3 76.7 - 53.8 -160.8 53.6 76.7 -50.0 -150.0 50.0 76.7 48.8 -47.4 47.4 - 48.4 48.4 -43 38.9 - 38.9 36.9 76.7 -142.2 78.7 -140.6 76.7 -140 -133.3 78.7 76.7 -113.3 76.7 -59.3 59.3 - 53.6 63.6 -50.0 50.0 48.8 -47.4 47.4 - 46.9 46.9 -46 -44.4 44.4 40.8 -37.8 37.8 50.500 101.000 - 55.4 55.4 49.8 -46.2 46.2 -44.9 44.9 - 43.3 43.3 -42.5 42.5 -42 I -39.9 39.9 -37.7 37.7 - 35.9 35.9 -166.2 76.7 76.7 -138.5 76.7 -134.8 76.7 -129.9 78.7 -127.4 76.7 -127.0 76.7 -127.0 76.7 -119.8 76.7 -110.6 76.7 0I<IcI01<lo1 - 55.4 -51.7 55.4 51.7 ap N f` N N r. 49.8 - 46.2 46.2 - 44.9 44.9 - 43.3 43.3 -42.5 42.5 -42.3 42.3 -42.3 42.3 -39.9 39.9 - 38.9 38.9 0 11. 2 9 p N "'Awl , f1 < 34.2 32.8 76.7 33.4 32.5 76.7 53.125 106.375 46.2 -42.6 42.6 -41.4 41.4 -39.6 39.6 - 38.5 38.5 - 38.3 38.3 - 38.2 38.2 -36.6 36.6 - 34.7 34.7 -155.0 76.7 76.7 -127.9 76.7 -124.2 76.7 -118 ' -115 ' -114.8 76.7 -114.5 76.7 -114.5 76.7 -108.1 76.7 -51.7 -50.7 51.7 50.7 48.2 -42.6 42.6 -41.4 41.4 -39 i -38 - 38.3 38.3 - 38.2 38.2 -37.9 37.9 - 35.8 35.8 54.000 108.000 45.2 -41.7 41.7 - 40.4 40.4 -38 i -37 -37.2 37.2 -37.0 37.0 - 36.2 36.2 - 34.3 34.3 -152.0 76.7 76.7 -125.0 76.7 -121.3 76.7 -115.9 76.7 -112.5 76.7 -111.5 76.7 -111.1 76.7 -111.1 78.7 -107.5 78.7 - 50.7 50.7 45.2 -41.7 41.7 -40.4 40.4 - 38.6 38.6 -37.5 37.5 -37.2 37.2 -37.0 37.0 -37.0 37.0 - 35.3 35.3 33.2 PE gar LT �w '".' • Z` ' • .- -- 55.500 111.000 1211:1131 < -48.9 48.9 -43.5 43.5 - 40.0 40.0 - 38.8 38.8 - 38.9 36.9 - 35.7 35.7 - 35.3 35.3 -35.1 35.1 - 35.1 35.1 - 33.8 33.6 -32.0 32.0 -146.6 76.7 -130.6 76.7 -120.0 76.7 -116.3 78.7 -110.8 76.7 -107.1 76.7 -106.0 76.7 -105.3 76.7 -105.2 76.7 -105.2 76.7 -98.3 76.5 - 48.9 -47.2 48.9 47.2 - 43.6 -42.0 43.5 42.0 -40.0 - - 38.5 40.0 38.5 - 38.8 -37.2 38.8 37.2 -36.9 -35.4 36.9 35.4 - 35.7 35.7 34.1 - 35.3 - 33.7 35.3 33.7 -35.1 - 33.3 35.1 32.3 - 35.1 35.1 33.2 - 34.4 34.4 33.0 -32.8 -31.4 32.8 31.4 57.000 114.000 -141.6 76.7 -125.9 78.7 -115.4 78.7 - 111.6 76.7 -108.1 76.7 lN+7 78.7 -101.0 76.7 -100.0 76.7 76.7 78.7 -97.3 75.6 -47.2 47.2 -42.0 42.0 - 38.5 38.5 -37.2 37.2 - 35.4 35.4 34.1 - 33.7 33.7 - 33.3 33.3 33.2 33.2 -31.9 31.9 58.500 A - 45.6 45.6 -40.5 40.5 -37.0 37.0 - 35.8 35.8 - 33.9 33.9 -32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.8 -30.8 30.8 117.000 B -136.9 76.7 -121.5 76.7 -111.1 76.7 -107.4 76.7 -101.8 76.7 -97.8 78.1 -98.4 75.0 -95.2 74.1 -94.7 73.7 -94.7 73.6 -94.7 73.6 C -45.6 45.6 -40.5 40.5 -37.0 37.0 - 35.8 35.8 - 33.9 33.9 -32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -31.0 31.0 60.000 A - 44.2 44.2 - 39.1 39.1 -35.7 35.7 34; 42.4( 31.8 - 313:313 -30.8 30.8 -30.3 30.3 -30.1 30.1 30.0 30.0 30.0 120.000 B -132.6 76.7 -117.4 76.7 -107.1 76.7 03"475 - 1 1 1 0.3.4 76,/ -grt 7Q.1 • : - 9 9 :72t -92.3 71.8 -90.9 70.7 -90.2 70.2 -30.0 -90.0 70.0 - -90.0 70.0 G C - 44.2 44.2 -39.1 39.1 - 35.7 35.7 -3416 34.5 42. 3116 • - 34.3.31.3 .30.8 30.8 -30.3 30.3 - 30.1 30.1 -30.0 30.0 -30.0 30.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE Ta trIE Ft L DESIGRI P??EE ® TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 9112 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F URES IN THE ABOVE TABLE, USE ELCO 1/4" .z.____ �� E ( I2 IIm r 3/11103 A ADDEDNO7 • • • • - ,� • j ntvE , .„ F, �, ,• • NOK060$ FL 34274 • • p • " Vistbly Better PRESSURES- 0 & 1/4-1/2 -1/4 XOX CONFIG. WINDOWS T. ALUMINUM CASEMENT WINDOW NON - IMPACT A Twrrer, P.E Thes 10117/ 05 Revisions 8 REVfSEANCHORAGENO7E •• • • °°s .. • Mtn 12/12102 Seeded � I I NTS 6 12 7045-9 B PE #88201 Mechanical ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • COMPARATIVE ANALYSIS TABLE 5. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 114" SPACE, 1/8" ANNEALED) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36. 000 38 .375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -120.0 76.7 -120.0 78.7 -109.9 76.7 -101.0 78.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 - 85.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 37.000 55.500 B -210.0 78.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 78.7 -173.8 76.7 -164.1 76.7 C -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -85.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 - 63.0 63.0 -58.7 58.7 - 54.0 54.0 - 50.4 50.4 -47.2 47.2 - 44.4 44.4 48.000 72.000 fV -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -168.9 76.7 -176.0 76.7 -181.9 76.7 -151.1 76.7 -141.7 76.7 -133.3 76.7 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -83.0 63.0 - 58.7 58.7 -54.0 54.0 -50.4 50.4 -47.2 47.2 - 44.4 44.4 ' -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 V.5 -87.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 - 49.4 49.4 - 46.3 46.3 - 43.5 43.5 49.333 74.000 -202.5 76.7 -202.5 78.7 -202.5 78.7 -202.6 M.7 -202.5 76.7 -185.5 76.7 -172.8 76.7 -158.8 78.7 -148.1 78.7 -138.8 78.7 -130.6 76.7 -67.5 67.5 -67.5 67.5 -67.5 87.5 -67.5 67.5 -67.5 V.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 - 49.4 49.4 - 48.3 48.3 - 43.5 43.5 -58.2 58.2 -58.2 58.2 - 58.2 58.2 -58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 54.8 54.8 -50.3 50.3 -46.8 46.8 - 43.8 43.8 -41.2 41.2 53.125 79.688 -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -164.5 76.7 -150.9 76.7 -140.6 76.7 -131.5 76.7 -123.8 76.7 - 58.2 68.2 -- - - B.2 - 58.2 58.2 - 58.2 68.2 -58.2 68.2 - 58.2 68.2 - 54.8 54.8 - 50.3 50.3 48.8 46.8 - 43.8 43.8 -41.2 41.2 -52.7 52.7 -52.4 52A -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 - 46.2 45.2 -42.2 42.2 -39.6 39.6 56.000 84.000 - -158.0 78.7 -157.2 76.7 -157.2 78.7 -157.2 78.7 -167.2 76.7 -157.2 76.7 -157.2 76.7 76.7 76.7 -128.7 78.7 -118.9 76.7 -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 48.6 45.2 -42.2 42.2 - 39.6 39.6 -48.5 46.5 -45.6 45.8 -45.6 45.8 - 45.6 45.6 -45A 5.6 - 45.6 45.6 - 45.6 45.6 J 45.6 43.2 - 40.3 40.3 -37.8 37.8 60.000 90.000 -139.4 76.7 -136.9 76.7 -136.9 76.7 -138.9 78.7 -138.9 76.7 -136.9 76.7 -138.9 78.7 76.7 76.7 -120.9 76.7 -113.3 76.7 46.5 46.5 -45.6 45.6 -45.6 45.6 - 45.8 45.8 -45.6 45.6 -45.6 45.8 -45.6 45.6 45.6 43.2 -40.3 40.3 -37.8 37.8 A -4t8 41.6 - 40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1 40.1 - 38.6 38.6 - 36.2 36.2 64.000 96.000 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 78.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 -108.5 76.7 -41.6 41.6 40.1 - 40.1 40.1 -40A 40.1 -40.1 40.1 40.1 - 40.1 40.1 - 40.1 40.1 - 40.1 40.1 - 38.6 38.6 - 38.2 36.2 L'1 2 38.2 b 36.5 - 36.2 38.2 -38.2 36.2 -36.2 3.2 C 36.2 - 38.2 36.2 -38.2 36.2 - 36.2 38.2 - 36.2 382 - 35.0 35.0 67.333 101.000 -1' 3.7 76.7 -108.7 76.7 -11 3.7 -11 3.7 i.7 -108.7 76.7 -108.7 76.7 -108.7 78.7 -108.7 78.7 -105.0 78.7 C I r -' 38.2 - 36.5 38.5 - 36.2 36.2 -362 38.2 -36.2 36.2 -382 36.2 - 36.2 38.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 -35.0 36.0 .5.2 - 33.2 33.2 -32.7 32.7 -32.7 32.7 -32.1 32.7 32.7 31.7 - 32.7 32.7 - 32.7 32.7 32.7 -32.7 32.7 -32.7 32.7 70.917 106.375 M 8 78.7 -99.6 76.7 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 C 782 -98.0 76.2 -98.0 78.2 35.2 - 33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 32.7 -327 32.7 -32.7 32.7 - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31:7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 72.000 108.000 O 8 -103.0 76.7 -98.9 76.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -96.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 ^ - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -3t7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -32.9 32.9 - 30.8 30.8 30.0 - 30.0 30.0 30.0 -30.0 30.0 - 30.0 30.0 30.0 30.0 30.0 30.0 30.0 74.000 111.000. O 8 -98.7 76.7 -92.4 71.9 70.1 -90.0 70.0 pO 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 -90.0 70.0 -32.9 32.9 30.8 30.8 30.0 - 30.0 30.0 130.0 - 30.0 30.0 - 30.0 30.0 30.0 30.0 30.0 - 30.0 30.0 NOTES: •• ••• • • • • • •• 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO1fHE FULC DE§IFN:PFFSFUg,E$ IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRES$ I$ 69.6 Q.S3... • • • • • •• ••• ••• 1 3 1 3 O 1 3 X X 0 0 X FK 9'11103 A ADDED NOTE • • • • • • • • F1G 10/17105 9 REWf.4E ANCHORAGE NOTE emmOF Vela Reds/ma banal Bp Oda Checked 37. Deer F.K. 12112/0 • • • • •• • • • 107/11�013� ART& 1578 NOKOMIS: FL 34274 • • Visibly Better PRESSURES -XO, OX, & 1/3- 1/3- 1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT Barka/Meat CA-840 I NTS �7 4 12 Iowa 7045-9 Lucas A. Turner, P.E. PE 958201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• • • ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & "MX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/18" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XOX" WIDTH 69.264 POS 71.5 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 VENT WIDTH 19.125 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.898 36.000 37.000 FIXED WIDTH 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 A B C A B c A B C A B C A B c A B C A B C A B C A B c A B C A B c HEIGHT 26.000 NEG -112.3 -210.0 -112.3 -71.3 -210.0 -71.3 -58.5 -175.5 -58.5 -46.5 -139.4 -46.5 -41.6 -124.7 -41.6 -38.2 -114.6 -38.2 -37.8 -112.8 -37.6 -38.3 -108.8 -36.3 -34.5 -103.5 -34.5 -34.3 -103.0 -34.3 -32.9 -98.7 -32.9 POS 76.7 76.7 78.7 71.3 76.7 71.3 58.5 76.7 5t5 48.5 76.7 46.5 41.6 76.7 41.6 38.2 78.7 38.2 37.6 76.7 37.6 38.3 76.7 38.3 34.5 78.7 34.5 34.3 78.7 34.3 32.9 76.7 32.9 38.000 NEG -87.1 -210.0 -94.3 -69.7 -210.0 -71.3 -58.5 -175.5 -58.5 -45.6 -136.9 -45.6 -40.1 -120.3 -40.1 -382 -108.8 -36.2 -35.5 -106.6 -35.5 -33.9 -101.8 -33.9 -31.9 -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.1 -30.0 POS 76.7 76.7 78.7 69.7 76.7 71.3 58.5 76.7 58.5 45.6 76.7 45.6 40.1 76.7 40.1 362 76.7 382 35.5 76.7 35.5 33.9 76.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.1 30.0 38.375 NEG -81.4 -210.0 -86.3 -68.9 -210.0 -71.3 -58.5 -175.5 -58.5 -45.6 -136.9 -45.8 -40.1 -120.3 -40.1 -382 -108.6 -36.2 -35.5 -106.6 -35.5 -33.9 -101.8 -33.9 -31.9 -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 76.7 76.7 76.7 68.9 76.7 71.3 58.5 76.7 58.5 45.6 76.7 45.8 40.1 76.7 40.1 362 76.7 36.2 35.5 76.7 35.5 33.9 76.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 43.000 NEG -71.5 - 210.0 -72.9 -59.6 -198.6 -65.5 -54.9 -175.5 -58.5 -45.6 -136.9 -45.6 -40.1 -120.3 -40.1 -362 -108.6 -382 -35.5 -108.6 -35.5 -33.9 -101.8 -33.9 -31.9 -95.8 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 76.7 72.9 59.6 76.7 65.5 54.9 76.7 58.5 45.6 76.7 45.6 40.1 78.7 40.1 36.2 78.7 36.2 35.5 76.7 35.5 33.9 76.7 33.9 . 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 48.000 NEG -62.4 -187.3 -62.4 -52.3 -165.3 -55.1 -49.5 -158.4 -52.8 -45.6 -136.9 -45.6 -40.1 -120.3 -40.1 -382 -108.6 -36.2 -35.5 -106.6 -35.5 -33.9 -101.8 -33.9 - 31.9 -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 62.4 76.7 62.4 52.3 76.7 55.1 49.5 76.7 52.8 45.6 76.7 45.6 40.1 76.7 40.1 36.2 76.7 38.2 35.5 78.7 35.5 33.9 78.7 33.8 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 50.625 NEG -58.0 -174.1 -58.0 -49.6 -152.5 -50.8 -48.7 -145.5 -48.5 -43.4 -136.9 -45.6 -40.1 -120.3 -40.1 -362 -108.6 -362 -35.5 -108.6 -35.5 -33.9 -101.8 -33.9 -3t9 -95.6 -3t9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 58.0 76.7 58.0 49.6 76.7 50.8 48.7 76.7 48.5 43.4 78.7 45.8 40.1 76.7 40.1 36.2 76.7 36.2 35.5 76.7 35.5 33.9 78.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 54.000 NEG -53.2 -159.7 -532 -45.9 -138.8 -46.3 -43.6 -131.8 -43.9 -40.8 -124.9 -41.6 -392 -120.3 -40.1 -108.6 -382 -35.5 -106.6 -33.9 -101.8 -33.9 -31.9 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 532 76.7 53.2 45.9 76.7 76.7 43.9 40.8 41.6 39.2 76.7 40.1 362 35.5 76.7 35.5 78.7 33.9 31.9 31.7 74.0 31.7 30.0 70.0 30.0 57.000 NEG -49.6 -148.8 -49.6 -42.8 -128.5 -42.8 -40.5 -40.5 -38.2 -114.5 -382 -37.1 -11t6 -372 -36.0 -108.6 -362 -35.5 -108.6 -33.9 -101.8 -33.9 -3t9 -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 POS 49.6 76.7 49.6 42.8 76.7 42.8 40.5 76.7 40.5 38.2 76.7 382 372 38.0 382 35.5 76.7 35.5 33.9 31.9 74.4 31.9 74.0 31.7 30.0 70.0 30.0 NEG -46.4 -139.2 -48.4 -39.9 -119.6 -39.9 -37.6 -112.8 -35.3 -105.8 -35.3 -102.8 -33.6 -100.8 -33.5 -100.4 -33.5 -99.6 -33.2 -31.9 -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 46.4 76.7 46.4 39.9 76.7 39.9 37.6 76.7 35.3 76.7 35.3 34.3 78.7 34.3 33.6 76.7 33.6 33.5 76.7 332 76.7 332 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 63.000 NEG -43.6 -43.6 -37.3 -111.8 -35.1 -105.2 -32.8 -98.3 -32.8 -31.7 -95.2 -31.7 -31.0 -93.1 -3t0 -30.9 -92.8 -30.9 -30.7 -92.0 -30.7 -30.3 -90.9 -30.3 -30.3 -90.8 -30.3 -30.0 -90.0 POS 43.6 76.7 43.8 37.3 76.7 37.3 35.1 76.7 32.8 76.4 32.8 31.7 74.1 31.7 31.0 72.4 31.0 722 30.9 30.7 71.5 30.7 30.3 30.3 30.3 70.6 30.3 30.0 70.0 30.0 "XO" 8; ''or WINDOW WIDTHS EQVAL - mg OFIT.H1 IN.T•WIDTH AND THE FIXED WIDTH. 1 . FOR INSTALLATIONS IN WOOD OR CONCRETE TO TFVFULVASIG mi THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSL1RE 18 TO 62.2.P.S.F.... Rom/ By Radek= ate er ADDED NO7E REVISE ANCHORAGE NOTE Clats At& IMO NOKOMIti, FL 34.774 VW* Better ALUMINUM CASEMENT WINDOW, NON-1MPACT stow I !Una 7045-9 UNEQUAL UTES UNEQUAL UTES 0 UNEQUAL UTES PE 08201 MethanIcal MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) Amp - -, MAX. VENT II_ ' .� I_- DAYLIGHT OPENING «-I Q l� � (SEE SHT. 2) �� MAX. WIDTH (SEE SHT. 2) ®® �� HORIZONTAL SECTION - XX •• • • • • • • Fl • • • • • • • OT1CI J • • • • UN • • • • •• • ••• REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 • • • •• MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX ••• ••• MAX. VENT I� DAYLIGHT OPENING �I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 f REFERENCE 'XX' FRAME ASSEMBLY DETAIL, SHEET 10 IP t•1�fleM•t! Ra dBy: FM. Rasa 6F Fit Rasa ea Orson Br F.K Deo 9/11/09 askew= A bats 10/17/05 Vex 12112/02 Ram Ram Modal Sy NO CHANGE 7711S SHEET • • • • • • • • ADD REM 59 •• • • oe� •• • • • 1WO TECIGVO LOW D RIVE NOWT AK; FL 4275• dfb.%( 1829 NOK(OMIS. FL 34274 • • VLstbly Better m SECTIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT swastoee CA-840 s � ar.a N TS 9 m 12 Drift No. 7045 -9 1B Lucas A Tumor, P.E. PE058201 Mechanical ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• • ••• • • FRAME ASSEMBLY "X" FRAME JAMB TUBE "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL • • •• • • • • • • ••• • • • • • • • • SASH FRAME TOP OR BOTTOM RAIL • - 4 •• A 1.376" .095" I CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .440" 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A .062" NOM. � 2.784 "1 FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 3.544" .062" NOM. PaINIUMUMMINI 1(/2rivr 2.919" Rend FJG se®n nava Br FJC tlmom By FJC 3/11/03 A 10/17106 12/12/02 fievtafts neYfeh¢ e7 REVISED FRAME ASSYDETAIL SDREWSPACING • • ADD ITEM 89 •• • • •` • • • • 10 N%O 8. y, N FL • 776 • FblOX 162 Ntl1(OMI. FL 34274 • • Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT C4440 I NTSI 10 a 12 7045 -9 I B Lucas A. Tumor, P.E. PE 868201 Mechanical • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • • ••• • • • • •• • • PARTS LIST lthM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 8 19 20 21 22 23 7033 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 n 73 74 75 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7022 7023 7037 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 7025 7016 PGT. # 78IPQA 781PQA 67017K 78X78PPSMS 7858ZA 710x12FP 611 6163K 61635K 60976 78x12PSTW/B 67004 712X1PPT 711573 7FWHD 70834A DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY I2 "XI/2°X1/8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD P11 SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LACK LACK SUPPORT PLATE #10.24 X.562 PH. PN. TYPE F MULTI -LACK KEEPER (R.H. & LIL) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY mural DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 08-32 X.375 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) #8 X 5/8° FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12° HINGE (HEAVY DUTY) #10 X.500 PIL PHL. DSB, 1/8° ANNEALED GLASS 3/16° ANNEALED GLASS 3/16° TEMPERED GLASS 12° LG. GLASS (U8'A,1/4" SPACE, 1/8 °A) GLAZING BEAD (DSB, 3/16) GLAZING BEAD (12° LG.) VINYL BULB WSTP (THICK) SILICONE -DOW CORNING 899, 995 OR EQUN. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASST. TUBE #12 X 1° PH. PHI . TEK. LACK SUPPORT PLATE LOCK SPACER • • • • • SNAP -ON T- HANDLE KNOB • 00. - •0 • • FOLDING HANDLE • • • • • MAXIM SINGLE LOCK •• ••• •• • SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FX :/11/0.3 FX Randag 10/17105 Data osasab: aft amass* AK 12112/02 R"anms A NO CHANGE THIS SHEET • • • • • • • • • • ADD EQU/V. TO /TEM44, SILICONE AND NEW NEM8 • • • •• • Oaf 1®o ,FL NIMbx fee NOROMI$ FL 34274 ITEM 80 81 82 83 89 DWG # 7005A 1155 7010 7007 7071 PGT. # 78IPQA 67071 DESCRIPTION FIXED WINDOW FRAME - BEAD, SILL & JAMBS #8 X I QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 12) 0 3/16 °,1 /8° GLAZING BEAD MATL: 6083 -T8 DWG# 7037 .523° — r - .050" AL .865° .040° C 11/2" I.G. GLAZING BEAD MATL: 6063 -T6 DWG# 7042 1.000" .423" �— • • •• • • pASEMENT SCREEN FRAME ■ • • • • MATL: 6083 -T6 DWG# 7006 Visibly Better SakalAftelst CA-640 .125° .062° eats IBM NTSI 11 . 12 --.1 1.124"r— .093° —I 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT .040° 83 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 °mc°•. 7045 -9 993° x_.289 ° 2.701" B • Ermllaftellh > Ji 8 ' Olsfsten Lums A. T•ner, P.E. PE 01 MechenMMX ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - r- ASEE NOTE 2 1 li ► I _I �.. 1111�1111111SI 1I1i11 Dam n ey. FAG Dais 12!12/02 11/2 I� MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK andel E$D SEE NOTE 4 1/4" MAX. SHIM A SEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. SEE NOTE 4 L OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM ASEE NOTE 1 SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK __J 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 SEE NOTE 4 Aix WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" 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,•ILSEAla SQREWS /4 »I.QO TWWCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THrS■PAGE S 1nc P IZCI PISIH8SE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIREC TQ L?D. OILGREI . SNQQI? BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR I TAL TIONS 0 M I -■ ■ COUNTY. "°�°" • • • • • • 7ON F.1( 3/11/03 A ADDED #I4 SCREW 10{17/05 B + NOTES AND REMOVE 3H5' TAPCONS 8 814 M1EW: • . FL. RNE dB R 7 • • •• • ROOM 1e2• Salk _ NOKOMIS 13 31274 vktbty Be[mr CA NTS 1 12 m 12 7045-9 11 ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK noincrairviss =7:1 O - /12q. B ( VZ(/ /S- Lucas 5. Turner, P.E. PE x1,58401 Mechanical SEE NOTE 4 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• •. • • • • • • • • •• •• 0/-4 MIA M i�QADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION �� NOTICE OF ACCEPTANCE (NOA) ( �S %- 9 -•c� �LJ� PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is berg 'is The documen ti by the Board o the Authority Ha MISSILE IMPACT RATING: None t$• Zst NOV 2 ?PAID W`^ 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 pplicable rules and regulations governing the use of construction materials. n reviewed by Miami -Dade County Product Control Division and accepted U ) to be used in Miami Dade County and other areas where allowed by This NOA sh • illi • ` �� the e piration date stated below. The Miami -Dade County Product Control Division (In Mi a • , e o +unand/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product■o , t. ; 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 13j i1 ng Cody i •;. including High Velocity Hurricane Zone of the Florida Building Code. • ... • • • DESCRIPTION: Series "SGD -2500" Aluminum Sliding Glass Door -N.I. •••..... • •••• • APPROVAL DOCUMENT: Drawing No.757, titled "Alum. Sliding Glass Door, Non - Impact ",..at'1 throjigfi.. 13 of 13, dated 09 /08/04, with last revision "G" on 07/10/06, prepared by PGT, signed and sealedb, pbert •,• • • Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice oaec • • number and expiration date by the Miami -Dade County Product Control Division. • •••.•• • •..••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, IV? aOd •• • • • 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 03- 0123.08 and consists of this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 041220.05 Expiration Date: May 22, 2008 Approval Date: August 23, 2006 Page 1 •••••• • • • •••••• • • • • •••••• • ••..• •••••• •• .•••.• • • •...•• • • • ••• r • • . ••• • • GENERAL NOTES: NON - IMPACT SLIDING GLASS DOOR AND 60" C©I3 rr R TOP UNIT. 1. GLAZING OPTIONS: • • • • • • • A. 3/16" ANNEALED GLASS. 60' HIGH COUNTER TOP APPLICATION ONLY TEST REPORT FTL j8. • • • - • : : B. 3/16" TEMPERED GLASS. TEST REPORTS FTL -3116, FTL3117 AND FTL -4277. • • • • • • • C.1/4" TEMPERED GLASS. TEST REPORT FTL -3102 • • • • • • • • •• • • • • • D. 5/8" INSULATED GLASS (I.G.); (2) LITES OF 3/16' TEMPERED GLASS WITH A 1/4' AIR S11,110E.'ftgT REFVF TS FTL- 4273, FTL -4275, FTL -4280, FTL -4285 AND FTL -4341. 2. CONFIGURATIONS: SEE SHEET 4. •• •• • • • • •• i • • . . .• • • • 3 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13g( 8. i • • • • • • • • • • • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS, SEE SHEETS 12 AND 13. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED._ 6. INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. 7. REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, FTL- 3596, FTL -4273, FTL -4275, FTL- 4277, FTL- 4278, FTL -4280, FTL -4285 AND FTL -4341. 3/16' ANNEALED GLASS (FOR COUNTER TOP APPLICATION ONLY) OR 3/16" TEMPERED GLASS 3/8' GLASS BITE 3/16" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS 3/16' TEMPERED GLASS NOM. 5/8" I.G. 5/8" I.G. GLASS MR SPACE 3/16' TEMPERED GLASS 3/8' GLASS BITE tea, Fh r�d F.K Persd F.K Ora. urr F.K. "e.: Doke 03/02/05 Dr.: 07/1006 ua,r: 09/08/04 G OladmaBy J.J. RGlhi ;iN :1Jt.'.v ( ;LASS "'k. k.+u.':LLn;N `L' rv. t•Ad REVISE NOTES 3 (DAs) 5 4 (ANCHORAGE) SHOW AIR SPACER LG. GLAZING DETAIL Owe: 1 DOi02V6 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NDKOMIS FL 34274 Visibly Better Doscriplers NOTES, GLAZING DETAILS & MAP Yes ALUM. SLIDING GLASS DOOR, NON - IMPACT SeesselloOst SGD2500 NTS 1 d 13 n.+=vw. 757 Raw G NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 -3 CONFIGURATIONS 4 ELEVATIONS 5 VERT. SECTIONS 6 HORIZ. SECTIONS 7 'X' &'O" CLIP INSTALL 8 PARTS UST 9 EXTRUSIONS ANCHORAGE 10-11 12 -13 PRODUCE REVISED •csspi24gwith tMPboM• Wan Cade AcceptssceNo L t - 2 ''OS E Robert L. Clark, P.E. PE 439712 Structural f• • • _ . ••• • • _ • • • A. F1L- 4278; 3/16" ANNEALED (COUNTER:'OP APP?JtA ONLY) COMPARATIVE ANALYSIS: >EXTENDED SILL, 2112" HIGH >SINGLE/SINGLE INTERLOCK >NO REINFORCEMENT (SEE SECTIONS NOM. PANEL WIDTH 24" (2 30" (2 36" (3°) 42" (3 48" (4 &wad er F. K Read eY F.K Rowel er F.K Mown EV F.K. A B D A B D A B D B A B D Ordw ow: 03/02!05 D"c orno06 09/08/04 36" (3 +65.3 -99.0 +65.3 -130.0 +65.3 -130.0 +65,3 -78.9 +65.3 -130.0 +65.3 -130.0 +65.3 -68.1 +65.3 -106.7 +65.3 -115.6 +58.5 -58.5 +65.3 -80.0 +65.3 -86.7 +50.4 -50.4 +64.0 -64.0 +65.3 -69.3 Rovetkor E Rswa c F RnLtorx G Cheelad J.J. 42' (3 +65.3 -85.7 +65.3 -130.0 +65.3 -130.0 +65.3 -66.8 +65.3 -130.0 +65.3 -130.0 +58.8 -58.8 +65.3 -106.7 +65.3 -115.6 +52.7 -52.7 +65.3 -78.4 +65.3 -84.9 +46.3 -46.3 +61.0 -61.0 +65.3 -66.0 B. FTL -3117 & FTL -4277; 3/16" TEMPERED • D. F?L -4280 & FTL- 4285; 5/8" TEMPEREQtG. 43/16 7 1 /4SPACE!3/6' ) • • •• . • . • • • C-C AND D-D DETAILS, SHEET 7 OF 13) • • • • • •. • • • • OVER -ALL UNIT HEIGHT 48" (4 °) +65.3 -74.6 +65.3 -130.0 +65.3 -130.0 +57.3 -57.3 +65.3 -130.0 +65.3 -130.0 +50.7 -50.7 +65.3 -106.7 +65.3 -115.6 +46.7 -46.7 +65.3 -78.4 +85.3 -84.9 +42.8 -42.8 +60.0 -60.0 +65.0 -65.0 54" ( +65.3 -66.7 +65.3 -130.0 +65.3 -130.0 +50.0 -50.0 +65.3 -130.0 +65.3 -130.0 +44.3 -44.3 +65.3 -106.7 +65.3 -115.6 +41.0 -41.0 +65.3 -78.4 +65.3 -84.9 +38.5 -38.5 +60,0 -60.0 +65.0 -65.0 L:PUA'EC• 100ED ANNEAL EDR.'.D.' GI.4.5 ADD LOCATION OF REINFORCEMENT DETAIL NO CHANGES THIS SHEET 1 60" (5° +6t1 -61.1 +65.3 -130.0 +85.3 -130.0 +44.3 -44.3 +65.3 -119.5 +65.3 -129.4 +39.4 -39.4 +65.3 -106.7 +65.3 -115.6 +37.3 -37.3 +65.3 -78.4 +65.3 -84.9 +34.7 -34.7 +60.0 -60.0 +65.0 -65.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMS, FL 34274 . • q2;(6;) • 1: o: (6) r • 84" 06) 90" (7 I 96" (8 • '" . • • ••; : : ..• • . •S• •• +65.3 -112.0 +65.3 -121.3 +65.3 -94.3 +65.3 -102.2 +65.3 -83.0 +65.3 -89.9 +65.3 -75.3 +65.3 -81.6 +60.0 -60.0 +65.0 -65.0 Visibly Setter +65.3 -98.8 +65.3 -107.1 +65,3 -82.7 +65.3 -89.8 +65.3 72.3 +65.3 -78.3 +85.1 -65.1 +65.3 -70.5 +60.0 -60.0 +65.0 -65.0 +65.3 -70.0 +65.3 -80.0 +58.4 -58.4 +65.3 -66.8 +50.9 -50.9 +58.2 -58.2 +45.7 -45.7 +52.2 -52.2 +42.0 -42.0 +48.0 -48.0 +64.6 -64.6 +65.3 -73.8 +53.8 -53.8 +61.4 -61.4 +46.7 -46.7 +53.3 53.3 +41.7 -41.7 +47.7 -47.7 +38.2 -38.2 +43.6 -43.6 TABLE 1. +60.0 -60.0 +65.3 -68.6 +49.8 -49.8 +56.9 -56.9 +43.1 -43.1 +49.2 -49.2 +38.4 -38.4 +43.9 -43.9 +35.0 -35.0 +40.0 -40.0 NOTES: 1. USE OF STANDARD 13/4` SILL LIMITS POSITIVE DESIGN PRESSURE TO +35.3 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE UNCHANGED. 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLE 1 FOR THE RESPECTIVE SIZE Desaiptker DESIGN PRESSURES, NO REINFORCEMENT rrr ALUM. SLIDING GLASS DOOR, NON - IMPACT Urfarhiodet SGD25o0 I NTS aigRe 2 a 13 I 757 1 44444 ter 4.t .W - O S ! l redact ' atittka • •.• • • • • • • • • • • • • • • • • • • • • • • . • . • NOM. PANEL WIDTH 24" (2 B,D 42" (3 +65.3 -130.0 30" (2 36" (3 42" (3 48" (4 Revse By: FK. RwYdSy: F.K. Rw." F.K u..n e F.K. B,D B,D B,D B,D Mac OP.V. a + Guar 0310V05 Air 07/10.016 bear 09/08/04 36" (3 +863 - 130.0 +65.3 -128.0 +65.3 -88.9 +65.3 -66.7 +53.3 -53.3 Revisions: Ranislemr F R,risbnx air 4. J.J. +65.3 -128.0 +65.3 -88.9 +65.3 -65.3 +50.8 -50.8 48" (4 +65.3 -130.0 +65.3 -128.0 +65.3 -88.9 +65.3 -65.3 +50.0 -50.0 UPDATED AND ADDED 1 G. GL -1SS ADD LOCATION OF REINFORCEA4ENTDETAIL NO CHANGES THIS SHEET tJ4NLOG [ COMPARATIVE ANALYSIS: B. FTL -3116; 3/16" TEMPERED • : • • • - >EXTENDED SILL, 21/2" HIGH D. FTL- 4341; 5/8" TEMPERED I.G. (3/16"T,1 /4 "SPACE,3N6"T) •.• >SINGLE/SINGLE INTERLOCK >FULL REINFORCEMENT (SEE SECTIONS C-C AND 13-D (SINGLE) DETAILS, SHEET 7 OF:13) •.. ; OVER -AI L UNIF HEIGHT 54" (4 +65.3 -130. +65.3 -128.0 +65.3 -88.9 +65.3 -65.3 +50.0 -50.0 60" (5 +65.3 -130.0 +65.3 -128.0 +65.3 -88.9 +65.3 -65.3 +50.0 -50.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMLi FL 34274 • •7�• (e 'r • • .l a 20D 4&5.3 - 101.1 +65.3 -88.9 +65.3 -65.3 +50.0 -50.0 '1" Visibly Better • •e • • • • • • •• • • • • • • • • • +65.3 -88.6 +65.3 -77.4 +65.3 -65.3 +50.0 -50.0 SO: ( -130.0 : - 84" (7°) �'i5.3 -100.0 +65.3 -83.5 +65.3 -72.7 +65.3 -65.3 +50.0 -50.0 S.r e.e Sdr steer SG02500 NTS 3 d 13 90" (7 +65.3 -92.3 +65.3 -76.8 +65.3 -66.7 +59.6 -59.6 +50.0 -50.0 TABLE 2. 96" (8 +65.3 -85.7 +65.3 -71.1 +61.5 -61.5 +54.9 -54.9 +50.0 -50.0 COMPARATIVE ANALYSIS: C. FTL -3102; 1/4" TEMPERED >EXTENDED SILL, 21/2" HIGH D. FTL -4273 & FTL -4275; 5/8" TEMPERED I.G. (3/16"T, 1!4 "SPACE, 3/16"l) >SINGLE/DOUBLE INTERLOCK (OUTSIDE) >FULL REINFORCEMENT (SEE SECTIONS B-B, C-C AND D-D (DOUBLE) DETAILS, SHEET 7 OF 13) TABLE 3. NOM. PANEL WIDTH +65.3 -130.0 24" (2 30" (2 36" (3° 42" (3 48" (4° D C D C C D C D OVER -ALL UNIT HEIGHT 36" (3 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -106.7 +65.3 -115.6 +65.3 -80.0 +65.3 -86.7 +64.0 -64.0 +65.3 -69.3 42" (3 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -106.7 +65.3 -115.6 +65.3 -78.4 +65.3 -84.9 +61.0 -61.0 +65.3 -66.0 48" ( +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -106.7 +65.3 -115.6 +65.3 -78.4 +65.3 -84.9 +60.0 -60.0 +65.0 -65.0 54" (4 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -106.7 +65.3 -115.6 +65.3 -78.4 +65.3 -84.9 +60.0 -60.0 +65.0 -65.0 60" (5 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -106.7 +65.3 -115.6 +65.3 -78.4 +65.3 -84.9 +60.0 -60.0 +65.0 -65.0 72" (6 +65.3 -130.0 +65.3 -130.0 +65.3 -121.3 +65.3 -130.0 +65.3 -106.7 +65.3 -115.6 +65.3 -78.4 +65.3 -84.9 +60.0 -60.0 +65.0 -65.0 80" (6 +65.3 -127.1 +65.3 -130.0 +65.3 -106.3 +65.3 -115.2 +65.3 -92.9 +65.3 -100.6 +65.3 -78.4 +65.3 -84.9 +60.0 -60.0 +65.0 -65.0 84" (7 +65.3 -120.0 +65.3 -130.0 +65.3 -100.2 +65.3 -108.5 +65.3 -87.3 +65.3 -94.5 +65.3 -78.4 +65.3 -84.9 +60.0 -60.0 +65.0 -65.0 so" (7 +65.3 -110.8 +65.3 -120.0 +65.3 -92.2 +65.3 -99.8 +65.3 -80.0 +65.3 -86.7 +65.3 -71.6 +65.3 -77.5 +60.0 -60.0 +65.0 -65.0 96" (8) +65.3 -102.9 +65.3 -111.4 +65.3 -85.3 +65.3 -92.4 +65.3 -73.8 +65.3 -80.0 +65.3 -65.8 +65.3 -71.3 +60.0 -60.0 +65.0 -65.0 NOTES: 1. USE OF STANDARD 1 3/4" SILL LIMITS POSITIVE DESIGN PRESSURE TO +35.3 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE UNCHANGED. 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN THE TABLES ABOVE FOR THE RESPECTIVE SIZE. Oper}bc DESIGN PRESSURES, REINFORCED R- ALUM. SLIDING GLASS DOOR, NON - IMPACT 757 I G adding Cid! A No zO.p5 bop >.. , _,_yLJ[ • 8 Mud '' Plod etCameal Dlybito TABLE 5. OVERALL DOOR WIDTH CONFIGURATION PANELS TRACKS DIM. 1 Xp OR pX 1 1 48 9116 2 OX or XO BY -PASS 2 2 96 1/8 3 pXXp 2 1 96 1/16 4 XX BY -PASS 2 2 96 1/8 5 pXX or XXp 2 2 95 1/16 6 XOX BY -PASS 3 2 142 5/8 7 000 3 2 142 5/8 8 OXO BY -PASS 3 2 14411/16 9 pXXO or OXXp 3 2 143 5/8 10 OXX orXXO BY -PASS 3 2 14411/16 11 OXX or XXO BY -PASS 3 2 14411/16 12 0000 4 2 191 3/16 13 OXXO BY -PASS 4 2 191 3/16 14 OXXXp or pXXXO 4 2 190 1/16 15 pXXXX or XXXXp BY -PASS 4 2 190 1/16 16 XXXX BY -PASS 4 2 191 3/16 17 pXXXXp 4 2 189 • ••• • ..• • • " •• •. •• • • : • • • ' • • • X; Ox0 1 PANEL 1 TRACK SINGLE POCKET 3 PANEL 2 TRACK BY -PASS 11 OX K pXXO 2 PANEL 2 TWAC BY -PASS 3 PANEL 2 TRACK SINGLE POCKET 2 PANEL 1 TRACK DOUBLE POCKET pLOS XOX be 2 PANEL 2 TRACK SINGLE POCKET 000 u 11 3 PANEL 2 TRACK FIXED n a_a 0 OXX iD 3 PANEL 2 TRACK BY -PASS XX 0 0XX 2 PANEL 2 TRACK BY -PASS 3 PANEL 2 TRACK BY -PASS m 1:113 CCI 134:3 0000 4 PANEL 2 TRACK FIXED OXXO ED 3 PANEL 2 TRACK BY -PASS 4 PANEL 2 TRACK BY -PASS OXXXp 4 PANEL 2 TRACK BY -PASS / SINGLE POCKET •• • • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • • •• • • • .. • • • • • • •• ••• • •• . •• • •• • : : . • •• • Art • • IVI R1OR ••• • • • (ALL CONFIGURATIONS) EXTERIOR • OVERALL WIDTH, SEE TABLE ABOVE PXXXX 4 PANEL 2 TRACK SINGLE POCKET! BY -PASS Ka G+ c XXXX m 4 PANEL 2 TRACK BY -PASS ffl pXXXXp 4 PANEL 2 TRACK DOUBLE POCKET PIMOOLTIMMIED r Os NNW AmplanuN0 y -1220 •OS Revad F rc. Rowe 9y F.K F.K. Ftarad F.K Oar a3rt>z/05 art 07!10178 R., E Rsri ant F RwNair G Chadori B J.J. NEW SHE eT REMOVE 4 TRACK CONFIGURATIONS REMOVECONF7G. WITH MORE THAN 4 PANELS OR 3 TRACKS NOV 1070 TECHNOLOGY ERNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMrS, R. 34274 • • ..• • • • • Visibly Belzer c..oisc EXAMPLE CONFIGURATION DIAGRAMS 1er ALUM. SLIDING GLASS DOOR, NON - IMPACT s.4+m.t SG132500 sake Sheds om.nola NTS 4 a 13 757 R.7 G II 13NOOd • • / • ••• • // • s • • • • • chip• • • • \ • ••• • • ••• • •• • .i_____i_ // 551/4' DAYLIGHT OPENING 1 A) MA) HEIGI 1 1 SEE MAX. WIDTH TABLE -1 ••• : o •.• SEE MAX. ` • ••• WIDTH TABLE •• 1 13)43(7d // // 13NOOd // SEE MAX. WIDTH TABLE --..-1 I1 13NOOd // // , // // 1 75 OPEN 3/4` 1 ary MA; G HMG SEE MAX. WIDTH TABLE -1 13)(IIOd // // // // 913/4' DAYLIGHT OPENING 96 HEIG SEE MAX. WIDTH TABLE I • •. • • • • • • • • • • • • - • • • • ! • ••. • • 44 1/8" MAX DAYLIGHT OPENING FOR 48* NOMINAL. ALL CONFTGURA • e 39' Raw) Br: F. K. ✓ � F.K Ste kr F.K. Damn ar F.K New Derr 03/02/05 pXXO or OXXp (COUNTER TOP UNIT) o 07/10/06 • SEE MAX. WIDTH TABLE Xp or pX 1: G Chadsd e J.J. pXXp // // I - SEE MAX. WIDTH IABLE `—w1 OX or XO REEA.4 ELEcA!tl NO CHANGES THIS SHEET NO CHANGES THIS SHEET ahr 04/02/06 1070 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Berner Tlier pXXXO or OXXXp (COUNTER TOP UNIT) • pXXXO or OXXXp pXXXO or OXXXp 5002500 NTS 5 d 13 757 HT HT EXAMPLE ELEVATIONS ALUM. SLIDING GLASS DOOR, NON — IMPACT G NOTE: SEE MAXIMUM WIDTH TABLES FOR ALL AVAILABLE CONFIG- URATIONS ON SHEET 4 OF 13. PRODUCT REVISED raplying wlthtkel~Ibr4• AeceplaxeNo' - 220.0$ E�p3ratbn :.: �X3 O E BY _.. / - Pawl a . •. • • • •• • i• •• •• • i • • • • • ••• • • • • • •• - MAX. HEIGHT ALL CONFIG. VERTICAL SECT. STANDARD SILL MAX. DAYLIGHT OPENING ALL CONFIG. 1 3/4' • • • VERTICAL SECT. O EXTENDED SILL VERTICAL SECT. INTERIOR SILL Read By- F K. Nome ay PK Raaa FK Drawn ey F.K. Deter bas: 0l3/02D5 cax 07/1008 Dobe 09108/04 Revisbnc E /bNo.r F Ra.hbnc G 0,.Ui.e9bc JJ. REOR tits REMOVE 3 TRACK FRAME ITEM NUMBERS SHOW I.G. AIR SPACER AND REMOVE 3•TRACK ITEM NOS. 040206 1070 TECHNOLOGY DRIVE NOKOMIS 71. 34275 P.O. BOX 1329 NORMS. a 34274 • • • • . • • • Vis;by Better VERTICAL SECTIONS ALUM. SLIDING GLASS DOOR, NON - IMPACT sareae.r SGD2500 So. Perot Gearing No 1/2 I 6 a 13 1 757 G R obert L Clark, P.E. PE 939712 Structural • • • i• • • 0 • • • !• • • • • . 1 • • • • . ••• • • . • SECT. A-A MOVABLE INTERLOCK AT P -HOOK XORO Ra+,d Br F wnear FJC R.ha ere FJC F.K. SECT. A-A NOT REQ'D FOR DOORS IN TABLE 1, SHT. 2 REQ'D FOR ALL DOORS IN TABLES 2 & 3, SHT. 3 SECT. C -C LOCKSTILE AT ASTRAGAL n.� c.�raar baser 03 ,» 07/10/05 Dow 09/0W04 R,+•deeer E Proksionot F itsvisker Crcwe J.J. SNOW 10. AIR SPACER IN ALL SECTIONS Dow 04A)2l0S SECT. B-B DOUBLE INTERLOCK (XX) X REC'RAN 4 CLARIFY FIXED, ACTIVE PANEL AND REINFORCEMENT OPTIONS 1070 TECI WOLOGYORIVE NOKOIM$ 1134275 P.O. BOX 1529 NGCCI4IS, FL 34274 • • ••• • SECT. DD _\� ID '=`- -_ - - 1 I. ‘).. SECT. B-B ` - SECT. C-C - • • • •• . i • • i •• • • O • • • • O R 106 • • • • • ITEMS 45 & 46 0 Flt •MS 45 & 46 REQ'D ALL DOORS IN ` J REQ'D ALL DOORS IN TABLE 3, SHT. 3 '/ X TABLE 3, SHT. 3 Viribly Better • •• l°J OR SECT. D -D IF DOUBLE INTERLOCK (00) ITEMS 45 & 46 REO'D ALL DOORS IN TABLE 3, SHT. 3 SECT. E-E SECT. D -D IF DOUBLE INTERLOCK (XX) R OR 0 4g NOT REQ'D FOR DOORS IN TABLE 1, SHT. 2 REQ'D FOR ALL DOORS IN TABLE 2, SHT. 3 SECT D -D SINGLE INTERLOCK (XX OR OX) SECT. E -E LOCKSTILE AT JAMB AIR SPACER, TYP. ALL SECTIONS HORIZONTAL SECTIONS 71.c ALUM. SLIDING GLASS DOOR, NON - IMPACT SaAe.wat &wc &neat ring 140. R,r. 5002500 1/2 7 er 13 757 G INTERIOR (ALL SECTIONS) EXTERIOR XORO USED ONLY WITH FIXED PANEL, 0 PRODUCT WM= Aeceptanee Na • - 2:20.0S Ex . Mae F 'Fli7 0'8 SY .ti. ohidea obert L Clark, P.E. PE 039712 Structwel • ••• • •� • :• : ••••• • • • • • ••• • • • • • (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK Revd ¢, fK R.n4 8�c F.K. Road Dr FX F.IC D or 0911)&64 Orr 03/0205 ner 07/10106 twx 09!08/04 F.rWwa F Rwbbr: J.J. OPERABLE PANELS UPD.1: 1.D F !AEG C CH'S NO CHANGES THIS SHEET NO CHANGES THIS SHEET 04/0206 I (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION • • • • • • • • • TO ATTACH FIXED PANEL TO FRAME HEAD • • • •• • • • • • • • • • •• . • • • • • • • • � • i ••• •••• ••• • (2) FIXED PANEL BRACKETS INSTALLED ON EACH AXED PANEL TO ATTACH FIXED • • • PANEL TO FRAME JAMB • : : • • :: : i • • •r • • • fs. • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOAOS, FL 34274 • • • • • ► • • •:• • • • • •• INSTALL WI #10x1• SMS (2) Visibly Better 63 114' tac i (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL FIXED PANELS becepicer TRACK CLIP & FIXED CLIPS INSTALLATION ALUM. SLIDING GLASS DOOR, NON - IMPACT S"Wbat Sink at 07 **9 SGT 1/2 rat a 13 757 I G INSTALL W/ #10x1' SMS (4) RE- INSTALL #10x 314" PANEL SCREWS (2) RE- INSTALL 1!4-20 PANEL SCREW (1) INSTALL W! #10x1" SMS (4) s a twY►MIlnW M a Na ZZO.OS �3 O1S BY ha4ef C4rb•I %f /. „0 ,,/ / 7 f e t l perk P.E. PE 439712 Structural ITEM DWG # FAB # DESCRIPTION PGT# ITEM DWG # FAB # DESCRIPTION PGT# 42 645 ADD-ON STILE OXO ONL 69112 63 124 APPLIED COLONIAL MUNTIN 66631 45 755 1/2 X 15/8 REINF. - ALUM 6755M 64 1240 1/16 X 1 FLATBAR 68926T52 46 1214 _ 1/2 X 1 1/4 REINF. - ALUM. 61214M 66 754 TRACK CLIP GUIDE 4175413/W 49 749 _ Lagt: lYt; L• 1ava:rtly0;it:CIL4812111=11117BRKTM25 67 756 TRACK CLIP COVER 6756B/W 51 1040 _ h31 •),yr(ya11•:•I;tue :1 ll=1111 71040 68 #6 X 3/8 PP SMS (18-8 SSA 76X38PPAX 52 1040-2 MORTICE LOCK DEAD LAT S.S. 71040X 69 740 HOOKSTRIP (P -HOOK) 63713 53 -_ C• 1' �8t: m;7i itall702881C 70 722A HIGH -RISE TRACK ADAPTER 69371 54 1016 _ #8 X .625 PH. FL. SMS 7858ZA 71 702 2 -TRACK HEAD 68179 55 657 - BACKING PLATE ORTICE 41830N 72 70313 2 -TRACK EXTERIOR SILL 6703B 56 1045 - MORTICE HANDLE SET 71045 73 704 2 -TRACK JAMB 68180 57 __ COVER PLATE 7VT43 74 637 2 -TRACK INTERIOR SILL 68275 58 659 _ MORTICE LATCH KEEPER 7SDSP5X1 76 717 FIXED PANEL CLIP, TOP 7LAI3A 60 1239 3/16" APPLIED MUNTIN 68421 77 717B FIXED PANEL CLIP, BOTTOM 7717FPCA 61 665 - COLONIAL ENDPIECE 41628 78 646 FIXED PANEL BRACKET 41814 62 522 COLONIAL INTERSECTION 41630 90 1136 #6 X 1G PP SMS 76X12A • • ••• • •• •• • • • • • .. • ••• •• •• • • • • • • ••• • • • ITEM LOCKSTILE LATCH ASSEMBLY (LOCK) LATCH ASSEMBLY (DUMMY) #10-32 X 1.25 PH. FL. MS (LATCH) INTERLOCK (STD.) #10 X .750 PH. PN. SMS - S.S. 1/4-20 X 1.125 PH. PN. MS WSTP, .187 X 320 - PILE TOP RAIL WSTP, .187 X.290 FIN SEAL TOP PANEL GUIDE BOTTOM RAIL WSTP, .187 X 320 - PILE BOTTOM PANEL GUIDE SINGLE ROLLER ASSY. SINGLE ROLLER ASSY. - S.S. TANDEM ROLLER ASSY. TANDEM ROLLER ASSY. - S.S. ASTRAGAL ASTRAGAL (H.D.) WSTP, .187 X .290 FIN SEAL LATCH KEEPER LATCH KEEPER - S.S. 708 705 1119 1209 706 1281 725B 707C 1209 726 661 661 683 683 609 720 1281 653 653 2 3 4 6 7 8 9 I 12 13 15 16 17 18 19 20 #8 X312 PH. TR. SMS JAMB BUMPER #6 X .375 PH. PN. SMS 21 23 24 25 26 27 28 29 30 31 DOUBLE INTERLOI:IC (STD.) WSTP, .187 X 320 - PILE GLAZING VINYL - 3/16 33 34 36 37 70 71 72 Rand ay F.K. FX. I:re4 By FX Organ ey. F.K. DWG # 729 663/664 734 1209 1007 rage tow 03912105 07/104)8 Dew 0.91081}9 FAB # 708 -1 705 -1 706-1 707A -I 609-1 734-1 Reviskar E • F rm.: 0 aea"4 JJ. MONOLITHIC GLASS PANELS DESCRIPTION BUMPER SHIM (.030 OR .060) GLAZING VINYL -1/4 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 1/4" TEMPERED GLASS REMOVE 17EMS 79. 806 81 (3-TRACK FRAME) 04/02116 I PGT# 69362 7LOCK 7DUMY 71114K 69409 7S134X 71420X118PPMSX 6FELTK 68172 61281W 41801 68173 6PELTK 41802 7SRAZ 7SRAX 76832 7683SS 68315 69492 61281W 7SDKEEP 7SDKEEPX 78X56A 72087K 76X38PPA 41831 69494 6FELTK 6T304 6I4GLK FDA TEC. ADD REM 90 ITES1 101 2 4• lot 9 111 • 12 13 115 16 17 118 119 121 26 27 29 30 31 • • • • • • • • • INSULATED GLASS PANELS 130 131 34 134 COMMON ITEMS 1070 TECHNOLOGY DRIVE NOKOMIS. F1.34275 P.O. BOX 1529 NOKOMIS, FL 34274 DWG # 736 •• • • • 1119 1/4-20 X 1.125 PU, MS ,}209 • • • Islip, S ex 320 - PILE 618 • )1 1 i 1�P9tAr . • • • • • .18720.7.991IN SEAL • 411 TbP PAIsIll GUIDE fat• 723B 7, 619 1209 726 683 683 737 1281 653 653 729 -663/664 1006 1209 745 FAB # DESCRIPTION 736-1 LOCKSTILE •• • +SCH ASSEMBLY (LOCK) • ; LATCH A F2S YitDUMMY) • 110-32 X 1#25,H. MS (LATCH) 731-4 • INTERLOCIF (STD.) /10X.750 PH. PN. SMS - S.S. 619 -1 BOTTOM RAIL TANDEM ROLLER ASSY. TANDEM ROLLER ASSY. - S.S. 737 -1 745 -1 Visibly Better _ WSTP,.187X320 -PILE BOTTOM PANEL GUIDE ASTRAGAL WSTP, .187 X.290 FIN SEAL LATCH KEEPER LATCH KEEPER - S.S. #8 X312 PH. TR- SMS JAMB BUMPER #6 X .375 PH. PN. SMS BUMPER SHIM (.030 OR .060) 5/8" 1.G. GLASS; 3/16" TEMPERED 1/4" SPACE, 3/16" TEMPERED GLAZING VINYL - INSULATED GLASS WSTP, .187 X 320 - PILE DOUBLE INTERLOCK (STD.) Ma; SGD2500 NTS I 9 a 13 PGT# 60392 7LOCK 7DUMY 71114 (K,W) 60393 7S134X 71420X118PPMSX 6FELTK 69088 61281W 41801 69089 6FELTK 41802 7683Z 7683SS 60394 61281W 7SDKEEP 7SDKEEPX 78X56A 72087K 76X38PPA 41831 658GLK 6FELTK 60551 ae"teee• PARTS LISTS ALUM. SLIDING GLASS DOOR, NON IMPACT oe+w w. 757 I G P ROMICf REVISED as eel wit! tl• R•9Ne N . • - 17-0 FsNra Date • 0 I By 1‘ ct.,t. P.E. PE 1/39712 Sh abaw •• .• • • • • • • • • ••• • • • • • ••• . • • • • * —. ••• • • • • • • �— 2.437 —►{ 1 Thrwel F.5 Revd 8.0 Fit ten: FJC Dan er! FX. - 1.036 h-- I.G. TOP RAIL MATL: 6063 -T5 #618 � 0 REINFORCEMENT MATL: 6063 -T6 #755 09. "0 &.'4 rkeer Odic 07/10/06 . 568/04 - +{ .890 .- I.G. BOTTOM RAIL MATL: 6063 -T6 #619 — '1 F'" .500 T ` 1.61t a.»wm E F Checked riv 11 .062 } 1.375 TOP RAIL MAIL: 6063 -T5 #706 .062 .062 - -14991 -- 1 2.438 - 1 .890 t — BOTTOM RAIL MATL: 6063 -T5 #707 1.250 L 46 REINFORCEMENT MATL: 6063 -T6 #1214 I.G. DOUBLE INTERLOCK 0 MATL:6063 -T6 134 #745 REUR4N1r ANC UPDATED NO CHANGES 11415 SHEET NO CHANGES THIS SHEET Delw 0402106 J • • • 2.845 L. I.G. ASTRAGAL MATL: 6063 -76 #737 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 F "--- 2.310.• ••. • • • •• • • • 1.816 I . _ :. • I • • LG. LOCKSTILE7 MAIL' 6063 -T6 #736 • • ••• ••• • • • • • STD. • UB .P F • R tour • • • r 2.437 • r-- 2.562 --I 1.096� 1.575 O O O co — • • • • • . • •• • • • #134• • • • 1-+- 1.750 1.000 i__- 1 2.000 .125 0 FIXED PANEL CLIP, BOTTOM MATL: 6063 -T6 #717B 1 1.032 � STD. LOCKING STILE' O MATL: 6063-T6 #708 I +— 2.562 ----1 2.845 1.096 S u H.D. ASTRAGAL O MAT' i 6063 -T6 23 #720 View Serimalodee SGD2500 .082 1 1.575 1 .125 O O O O1 l- 1.750 --•-1 tow F-- PANEL CLIP, TOP () FIXED MATL: 6063-T6 #717 EXTRUSIONS, PANELS ALUM. SLIDING GLASS DOOR, NON - IMPACT Visibly Better auww I she.* NTS 10 13 DiVilft 757 I G I.G. INTERLOCK MAIL: 6063 -76 106 #735 H .— 2.310 ---1 T I 1.452 STD. INTERLOCK MATL: 6063 -T6 O #705 >a c with the Florida Winn Cede iteceptince No Ibt Fs• • Data 1114IFILit BY obey* L clerk P.E PE 639712 Structural • • ••• • •• •;• : • : •• • • • • ••• • • • • • E +-- — 3.500 —� { r a 062 w .687 73 O 2 -TRACK JAMB MATL: 6063-T6 #704 ��-- -- 3.624 -- - ! 1.594 REF. ANCHOR HOLES J r 1.687 REF. .062 ANCHOR HOLES e 2 -TRACK HEAD MATL: 8063 -T6 #702 1.687 REF. ANCHOR HOLES 4.676 72 -TRACK EXTERIOR SILL MATL: 6063 -T6 #7038 .750 • • • ••• • • • 1.6T REF. • • •• •• • AN • • • • ▪ • • • • • 1'ctES • • • • • • • • • • • • • • g162 •• ••• • _ 562 •• • • • •• •• • �• • 3.798 �� •• ••i • • . .•• • •• . • • • • : • :•• •• • 2 -TRACK INTERIOR SILL MATL: 6063 -T6 #637 .660 ---I h- 2.500 1 0 062 - --1- -- 70 HI -RISE TRACK ADAPTER MATL: 6063 -T5 #722A HOOKSTRIP MAT'L: 6063 -T5 #740 PRODUCT] a� tomplyh�wIDM111Nlis Wait Ca& Acceptance Na • 220.05 F.sPG.+dao Date •Ff —&23 0 Annul Br F. K. R.wdsy F.K. Rwad By. F.K born aY F.K. Doric 04•TY& )4 rate 03/02/06 Cork 07/10/06 ante 09N1VO4 Rn.hn: Rw6b.te F Rovislonw G raordkd igt J.J. REDR4YtN .4NP uPDATEG UPGRADE ALLOY ITEMS 71.72 738 74 REMOVE 3 AODAAIO1ORHOL 78 881. 0/02/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS. FL 344274 11: Visibly Better EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, NON - IMPACT S.+mafbe.! SM. &_e SGO2S00 NTS 11 a 13 Dow. q Ale •.< 757 G obert IL (lark. P.E PE 939712 Structural • ••• .•••�••:•••• ••; • • • • ••• • • e • _ • • ••• NOTES: ANCHOR QUANTITIES GLASS TYPE > A INTERLOCK & > SSN REINFORCEMENT - HEAD & ANCHOR TYPE SILL & SUBSTRATE 1 CLUSTER A4 A4 A4 NOM. S 0 PANEL UNIT WIDTH x HT. vi 24.000 x 36.000 A4 48.000 A4 60.000 A4 72.000 80.000 96.000 30.000 x 36.000 A4 A4 A4 48.000 A4 A4 A4 60.000 A4 A4 A4 72.000 80.000 NA 96.000 36.000 x 36.000 B6 B6 86 48.000 86 86 86 60.000 86 86 86 72.000 80.000 96.000 42.000 x 36.000 86 86 48.000 86 86 61.000 B6 B6 72.000 80.000 96.000 48.000 x 36.000 B6 B6 B6 48.000 86 86 B6 60.000 B6 86 88 72.000 80 NA 96.000 R.,,d er FJC R.+d B, FJC Road By: FJC ow: 09/08/04 114: 03817/05 oar 07/10/08 R.dMan: E Rwido s: RiMsioa• NA NA NA 2 U A4 A4 A4 86 B6 B6 aase tw a+.deed6f Osk FJC 09/08/04 J.J. 04/172106 B OR D SSN HEAD & SILL CLUSTER 0 0 § 2 0 , .-- A4 A4 A4 A4 A4 A4 86 86 A4 B6 86 A4 86 86 A4 86 A4 A4 A4 A4 A4 86 86 A4 C8 B6 86 B6 B6 A4 B6 86 A4 86 A4 A4 B6 86 86 Be 86 86 08 86 86 08 86 B6 86 86 86 B6 86 B6 B6 86 86 86 86 B6 B6 86 86 08 B6 86 08 B6 B6 B6 86 86 B6 B6 86 B6 B6 86 B6 86 86 B6 B6 B6 C8 B6 B6 _B6 B6 B6 B OR D SSR HEAD & SILL CLUSTER A4 A4 A4 A4 A4 A4 86 88 86 86 A4 B6 86 B6 B6 86 B6 A4 B6 86 B6 86 B6 86 86 B6 86 86 B6 86 86 86 B6 B6 86 B6 86 86 86 86 86 86 B6 Be Be 86 B6 86 86 86 B6 86 B6 B6 B6 86 86 86 86 B6 86 86 A4 A4 A4 A4 A4 A4 86 A4 A4 A4 86 86 86 B Be B6 B6 B6 B6 B6 86 B6 86 B6 86 86 B6 B6 CORD SDR HEAD & SILL CLUSTER Q O U 8 S N N A4 A4 A4 A4 A4 A4 B6 86 86 86 C8 Be 08 B6 A4 A4 86 B6 08 B6 C8 C8 C8 C8 08 08 86 86 86 B6 08 B6 C8 C8 C8 C8 C8 C8 86 B6 86 86 B6 B6 C8 86 C8 C8 08 08 B6 86 B6 86 B6 86 B6 86 C8 86 _C8 C8 NEW ANCHORAGE SPACING SHEET REVISED AND SMIPUFIEDANCHORAGE SPACING NO CHANGES THOS SHEET A4 86 B6 86 A4 A4 B8 86 86 86 B6 86 B6 86 86 B6 86 B6 B6 B6 B6 86 B6 B6 B6 86 86 B6_ ALL GLASS TYPES 1. ANCHOR TYPES: ALL INTERviCK & • • • • - 1/ i El ?RPCON 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREW • se REIt 'IDRQlEr1AEiiTS i ' G • T i CONF=GURATIONS • • A - 3/41 ANNd1LED B - 3/16" TEMPERED C - 114" TEMPERED D - 518• TEMPERED I.G. .WMIi,l w • '2'.HOOIV•. • .2 3 4 6 8 8 8 6 8 4 6 6 8 8 8 4 6 8 6 8 4 6 6 8 8 8 4 6 6 8 8 8 4 6 6 8 4 6 6 8 8 8 4 6 8 8 TABLE It Z 4 s 8 8 8 4 6 6 8 8 8 6 6 8 4 6 6 8 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 8 8 4 6 6 8 8 4 4 4 2 3 3 4 4 2 3 3 4 4 4 2 3 3 4 4 4 2 3 3 4 4 4 • s • SONO • • • 2 • 3 3 4 2 3 4 4 4 2 3 4 8 8 4 2 3 4 4 2 3 4 4 4 3. INTERLOCK AND REINFORCEMENT KEY: Z SS - NGIAISINGLE WITH NO REINFORCEMENT. � • : - SINSIE/SINGLE WITH FULL REINFORCEMENT. .. • to e SDIPSINGLIDOUBLE WITH FULL REINFORCEMENT. • • 2 . • el. AINCHDR Q UANTITIES BASED ON THE FOLLOWING: (2) ANCHORS PER LOCATION AT HEAD, SILL AND JAMBS. 3 (1) ANCHOR PER LOCATION AT P- HOOKS. JAMBS AND P -HOOKS SPACING - 6• MAX. FROM CORNERS AND 28" MAX. O.C. HEAD AND SILL SPACING - 6" MAX. FROM CORNERS AND 22 5/16' MAX. O.C. 5. IN MIAMI -DADE COUNTY INSTALL PER TABLE 4 AND NOTE 4. "NA" IN TABLE INDICATES NOT AVAILABLE. 6. OUTSIDE MIAMI -DADE COUNTY INSTALL PER NOTE 4. 3 4 4 4 2 3 3 4 4 4 2 3 3 4 4 4 2 3 3 4 4 4 rwso,e 16" MAX. TYP. (CENTERED) 4 CLUSTER - A4 6 CLUSTER - 86 ASTRAGAL OR INTERLOCK TYP. 2 3 3 4 HEAD AND SILL ANCHOR CLUSTERS 8 CLUSTER - C8 a FOR ASTRAGALS AND INTERLOCKS aaar ANCHORAGE SPACING ALUM. SLIDING GLASS DOOR, NON - IMPACT I 0 Sr* Sr* Ia.++cra PRODUCT REVISED sn complying with dm Plaids BuWiag Code Accrpmoee NoO - L20.O Espirattoa Dais i y✓1F� • ft Wake Visibly Better SGD2500 NTS 1 8197 Structural • • ••• ••• :• •• •;• •• ••• • • #12 SCREWS (SEE NOTE 1) 1/4" MAX SHIM � — ' -{ --- 1/4" MAX. SHIM — 1 . - 11 — .7S. , TAPCONS (SEE NOTE 1) TYPICAL FRAME JAMB INSTALLATIONS TAPCON (SEE NOTE 1) er F.K. now sr FJG F.K. ram ox FJC 1 1/2" MtN. —1 (CONCRETE) 1 1/4" MIN. dry OE/DA/04 a MOW Likr (EXTERIOR) DETAIL - F (EXTERIOR) DETAIL - E Raeakar E AsAmc F 1x WOOD BUCK (SEE NOTES 2) (EXTERIOR) Awisker • J.J. amid bx 1 1/4" MIN. 1x WOOD BUCK (SEE NOTE 2) TAPCON (SEE NOTE 1) NOTES: (CONCRETE) (EXTERIOR) TAPCONS (SEE NOTE 1) 1x WOOD BUCK (SEE NOTE 2) REDRAWN AND UPDATED REVISED AIM UPDA1133 NOTES. ADDED DETAIL DESIGNATIONS SHOW ANCHOR AYES W HEAD. SQL AND JAMB DETAILS. 84.92 (EXTERIOR) • • • • . • • •••••• • 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. FOR WOOD APPLICATIONS 1/4" SS4 CRETE -FLEX OR 1/4" TAPCONS ARE APPROVED FOR USE IN PLACE OF SCREWS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 12 MAY BE USED. 4. IF SILL IS LEVEL AND TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. 5. IF SILL IS NOT LEVEL AND TIGHT TO WOOD BUCK AND IF GROUT IS USED, GROUT MUST TRANSFER SHEAR LOAD TO BUCK. DETAIL - G DETAIL - H DETAIL -1 TYPICAL POCKET P -HOOK INSTALLATIONS 1070 TECHNOLOGY !NNE NOI, RUM P.O. BOX 1829 macaws: R. 34274 (CONCRETE) • •• • • • • • • • (EXTERIOR) P111" • • *: ;i: M► • •• • •• - trim? 0HIM • •DEiP47: C • • • • • • . • . • : :•• •• • • TYPICAL FRAME HEAD INSTALLATIONS (EXTERIOR) 2x WOOD (SEE NOTE 2) • ••• (EXTERIOR) #12 SCREWS (SEE NOTE 1) 1 1/2" MIN. 1.687 1 1/2" MIN. DETAIL -B TAPCONS 1 (CONCRETE) (SEE NOTE 1) DETAIL -A 1/4" MAX (SEE NOTE 5) 2x WOOD (SEE NOTE 2) 1/4" MAX (SEE NOTE 4) %1 1/4" MIN. TYPICAL FRAME SILL INSTALLATIONS ANCHORAGE DETAILS nr ALUM SLIDING GLASS DOOR, NON - IMPACT atwrat w.e SGO213oe 'Soler 1/4 I 13 + 13 ada 1.r 757 I G 2x WOOD (SEE NOTE 2) I -1/4" MAX. SHIM DETAIL - D #12 SCREWS (SEE NOTE 1) PRUDUC? REVISED complylass Sate riCeek ` Accepbtsu Ma • 2 • E*. . 8ea t.;. 1 By Division OS U$ Robert L Clark. P.E PE #39712 Structural