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WINDOW PERMITPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Ct 4 / ' Job Address i02 14 6 9 1 STese 1rx Folio ti - 3‘01 o - 0010 Legal Description Lar (& WAIT' i LT Z Y.-Celt 0 ' Historically Desi Yes Owner/bessec/ Tenant •i w A D G( NS A �t� • Master Permit # Owner's Address to7. N e 1ST Yricec 'r Contracting .. 1 i Address 7 ?6. a3 X160 Qualifier SS# State # Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Permit Type (circle one BUILDING WORK DESCRIPTION % G(,1 VIA-196 —I- YY) / Address ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Square Ft. Estimated Cost (value) klitip WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. ondo President BARBARA PEREZ My Comm Exp. 9/18/05 No. DD 058441 11 Peranaiy Known 1 I other I.D. OWNER'S construc 41%. �4 Notary as to r er and/ r My Commissi in Expire• FEES: PERMIT APPROVED: Zoning y "I4A If Ice. zo 4i F i f te Mechanical Plumbing that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ermore, I authorize the abo - -named contractor to do the work stated. Signature of owner t ►ate Signature of Contractor or Owner- Builder Date RADON O(. Phone 305 - I ' -2 ` 'i&n'' . gsaa 'Pule P.t,oi),J Structural Engineer Phone Ins. Co. Notary as to Contractor or Owner- Builder Date My Commission Expires: C.C.F. 1 , a o NOTARY — 0 BOND TOTAL DUET 0 No Buildin g i t© (302-*°( Electrical 7 kd CYO 610 G v N OS 11? Td WIJPS:OT TOOF ?T alas it4 P 0,1275 &12, 1 ANN :4U tJ ES toZ N E GI( rr S,r MIAMI s R.c f . Ft- . TM ?oc - S ( - z 40ct have -kt 4- o r) PlEaso Qc Arr Er4rto . S39856BSO£ : '0N ifHd Sv',eeCr C- /�y.3s/ NUJ I S?a MadaNd : WO'dd 16:05 OCT 18, 2001 ID: PGT INDUSTRIES 40/18/01 TRU 14:31 FAX 305 3726339 MIAMI�Apfs October 18, 200! Mr. Robert L. Clark, P.E. POT Industries 1070 Technology Drive Nokomis, FL 34275 au! Rodriguez Chief, Product Control Division cc I rnneisco J. (Minium. R. A., Director NOA file TEL N0: (941) 480 -1900 BCCO PRODUCT CONTROL D IV +109158 PAGE: 212 el 002 Fccx MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE O1:11CF. I II i UO.DADI r•LAGLI_IR l3uu.t�INc 140 w1:5T 1:LAcuM STREET. sum 1603 Mrn tr. FLORIDA 33130.rs(1 (305137S -2901 t'Ax (305)375-290s PRODUCT CON .01. DIVISION (305) 375-2902 PAX (305) 372 -6119 Re: Series C -700 Outswing Aluminum Casement Window- Impact; Renewal No. 01- 0329.03 Dear Mr. Clark: This is to inform you that the Notice of Proposed Action for the above referenced product under said renewal number has been issued and sent to the Building Code,and Product Review Committee for their Final review on October 12, 2001. We expect that their review will be completed within 20 days, at which time the Notice of Acceptance (NOA) will be issued. By means of this letter we are extending the expiration cf the below listed NOA from the original of April 16, 2001 expiration date to November 15, 2001 to cover the committees nem' review time. Please attach a copy of this letter to the existing NOA at time of permitting. 97- 07..12.01 Series C -700 Outswing Casement Window- New Expiration Date November 15, 2001 Impact This letter expires November 15, 2001. We hope this addresses your concerns, should you require any further information on this matter please feel free to contact this office. Sincerely, PAPIIOnCNTL1PCI.r;TTEMSTATUS1at po'ro3,Qrc Internet n1111 *chiral: postmaster @hulldingeodennfine.eom Homepolze: httpa , 'www_huilcfingeodeonlino.eorn 1t;: 2y SEP 17, 2001 ID: PGT INLDUSTRIES PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Your application for Product Approval of Series C - 700 Outswing Aluminum Casement Window - Impact under Chapter 8 of the Metropolitan Dade County Code goveming the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 330, Sheets 1 thru 10 of 10. (For liping, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perfonn in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0212.01 Expires:04 /16 /01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application ibr Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 04 /16/98 -1- Internet mail address: postmaster @buildingcodeonline.com TEL NO: (941) 480 -1900 +104503 PAGE: 2/14 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor Directo Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.bulldingcodeonitne.com 1.J; JO 5Lr i f, dbbi ID: PGF IhDUSTrt1L5 • Vinyl Tech/Progressive Glass Technology TEL Nil: 1411 4e -t9oo +104503 PAGE: 3/14 ACCEPTANCE No.: 97- 0212.01 APPROVED : APE 1 6 1998 EXPIRES : APR 1 6 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This approves an aluminum casement window, as described in Section 2 of this Noticc of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series C -700 Outswing Aluminum Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. 330, titled "Vinyl - Tech Casement Series 700," prepared by Progressive Glass Technology, dated February 12, 1997, revised March 20, 1998, Sheets 1 through 10 of 10, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product may or may not require a hurricane protection system. See Sheets I and 2 of the approved drawings. 5. LABELING Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue Perez, P.E., Product Produ Co s trol Division - 2 - o trol Examiner 15:31 SEP 17, 2001 ID: PGT INDUSTRIES Vinyl Tech/Proaressive Glass Technology TEL NO: (t 41) 460 - 110 4.1 b45+,J HHbL : 4/14 ACCEPTANCE No.: 97- 0212.01 APPROVED : APR 1 6 1998 EXPIRES : APR 1 6'2 O1 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including tcst- supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following state.rnent: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not In compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shalt also be grounds for removal of this Acceptance: a. Unsatisfactory performance. of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date tnay be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manu: Pere , P.E., Product C Produc ontrol Division - 3 - I Examiner I t 1.t. 7430 WA. 1 1 ® / / / / / \ \ \ / . v � F - - - J& 1225— 36 125 — 74.50 IIAX. cU 6250 ® / / / / / \ \\ \ \ \ / . \ \ \ \ / / / / / / OD–..1 75 --- 7fi� 1 55.000 28.875 — 69 f 04V L (tp r I —J 653 37.2.5 — ern 74 50 7 64. 120.00 WA XOX 6 /1.461. Wolof m '" R.S. "I..4 4' 0.8. V.wo N..: XX 2172/97 1 1720/98 N.T.S NON - IMPACT WINDOWS (A/AX. HEIGHT OF 76") 1 CLA7wC DSO, ? / ?E" ANNEALED 2.) CONFIGURATIONS: X.XX .3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 6 & 7. 4.) AN: in 0R5: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 6 & 7 5.) HURRICANE PROTECIION DEVICES uusr BE INSTALLED. NON- IMPACT WINDOWS (Aux. HEIGHT OF 64 1. GLAZING: 5/16 • ANNEALED 2. CONFIGURATIONS: X.XX,XOX 3.) DESIGN PRESSURE RA77NC: SEE. COMPARATIVE ANALYSIS TABLES ON SHEETS 8.49 4.) ANCHORS: SEE COMPARATVE ANALYSIS TABLES ON SHEETS 8&9 5.) HURRICANE PROTECTION DEUCES ANSI BE INSTALLED. IM ED AS MIMIC CR THE MTh flatlal GOIten mot M1*A P . I L 1!✓ 1 I >� el.'LOtt10 IODL _MUM= � O TIL . ram* Hog 1 ITT era .._ X f1;o96iSrveCLA ce.re«en r- tom. E FRONT VIEWS, ELEVATION P.O. BOX 1529 ° NOKOMIS, FL. 34274 l r."9 B 1 330 fi c 1 .170 DMAL.1141771 _FRAME COLEB 112.17:41. 5A.SN CORNER ITEM VT 7 670228 2 69999 a D 5 A 7e,pcm, 5 7CORNMLC 6 7CoRNM5V 7 , a ---- riRNN . 6;61%Tok 9 60150K 10 GFRA461% 11 49004 12 7KEEP 73 7CAOR/L 14 7TRAK 15 70-711G 76 710516PPA 17 18 19 27 I 670007 97 ' 76178A 7W DESCRIPTION VENDOR FRAME HEAD, 9LL, JAMB FRAME mu,: 695_74 RAIL f. SASH HEAO. SILL, JOAO I 1/2 S7:•REW PAN HO. OM. SM. MAIN FRIA/SASH CORNER KEY Pi ASTI(' mAiN FRiv. crFeNrp Kry c. SASH SiDE SILL CATHR STRIP MAW FFAmS. BOLO WEATHER STHIP SASH LOCK SASH LOCK KEEPER ' M RT/LEFT OPERATOR GUIDE TRACK STAt49,ARD HP.las . 16 - 3716 SCRE Iv PAN HD. PHIL , 1 6 6: A, A ,I N N I EA dE L A E L D ED w G oN ' GLASS 1 457 FILM w GLASS 1' 9? ALU7Ao: EX musioNs v rr R AI 5, : FACTFC 1,":::';;STR:r11, CORP FRFerioN FARRNWION k,n27 / cr:1' sroLT 0 Ec: p CORP c Ma-TECH. FOT TRUTH 1 TRUTH gAW5WARE TRUTH HARDwARE mERCHj_S FASTENER CORP. PPG L or .LM 1 PPG. . 7P-21146 --- aiptio . H 11112011* 76 27 6503W ul ,8w 601308K 7PW5W 1 EM 057 GLASS FLIT() LICHT IFFSTS Ext 777CREW BUGLE TEC _._41011/: rf At UM. 3 16 ROLLED ALUM. GLAZING BEAD . . 7.:707MC171.A;WW OAM r4pr Arpirswr !6x7 8 FLI. Hp. Phut. 04011; A ExTR0570N5 QUA FASTENERS SCREEN F • SCREEN riDALEX EXTRUSIONS LC MS TEC INDUSTRIES ORIOA SCREEN AfPt0Iff3 AS COMPLYISC WITH THE sum FLogicK mune CO T 4mo DA BY P7 1 T ars on GIRDING QM UNICE 717HCE ACCEPTANCE NO. 1 5.477. c 01. CASEMENT XOX 6 are.. 0.• mam P.O. BOX 1529 10,..2 No: NOKOMS, FL. 34274 1 B I 330 VENDOR1 AF-70228 IF-9999 AF-9.‘:11 100 0150x 190 FP- 776 CLAC 315 208000 23-19- 23-- 00i 30 .35. :0.00707 AF - 10091 SH06- JO 7 SHOS-0 30 GAS-43722 ct 0 la We. SECTION r-E R.S. v.f no, T L5J .11 I 7 Ooti9/ .5X egkk14/P-gre___L__ Ge LASSte • 0.•ro ■•■.4 *Om Iftw nJobe i (7 AcTs.1_ 1 CA HORIZONTAL SECTIONS PO. BOX 1529 MIAS IS CCIIIKTIO WITH DK SOUTH RAMA BMW COM 199L Mai LI Etna% COX CONNItlia OUR =PUKE 111A Z.61 NOKOMIS. FL. 34274 8 330 .1 10 .25C MAX. SHIM SPACE 1 .250 MAX S SPACE CECTION A -A f 1)S6 /6.00 MAX. 4 64.00 MAX. 1SO M4X. SHIM SPACE SECTION B - $ CLASSING OPTION: 0513 ___J. 250 MAX. SHIM SPACE 1 Cr iSiSMS. OWING OPTION: 3/16" 2 12 97 ' 9 _(.AZINC OPTION: I/4" 5X GLAZING OPTION: "SENTRY CLASS" &PPRMFD N COMM VIM SIR SWIM � nom �INIIMIC pO€ AAIF,(i5_p1S_ �ff1-r w ?Km DIMI011 (WLDlNG. CCM COTIAAQ GFFQ ACCATIMCI k0 6212. Pr 1pro i LASS technology ..ram ..n* yam_* *toe •_. —• w. mow. Cloasl.cele, 'Prod ALUM. 1 C4 1 700 VERTICAL SECTIONS ^�•. P.O. BOX 1529 NOKOMIS, FL. 34274 B SECT. We pro/ Me 330 Shea: 10 0'(41069' Ilelphts 26.000 (2) __ _ (4) (4) + 104.00 34indo., \\'id hs Medan Meths Ildghls 37.400 40.000 (4) 42.060 135.00 48000 (4) _ 50.000 (4) - 111.01 + 104.00 53.125 (4) 60.000 (6) 72.000 (61 74.500 (63 140.00 • 104.40 51 130 • 104.00 120.45 a 1('4.00 -9333 + 91.33 - 77.09 + 77.09 T -53.53 r 33.53 •30.00 • 50.00 + 51.00 + 50.00 33.375 (2) - 135.00 + 104.00 � - 130.00 + 101.00 130.00 - 126.82 + 10400 + 104.00 120.45 - 115.28 + 104.00 + 104.00 - 111.01 + 101.00 - 111.01 + 101.00 - 14.64 - + 84.64 - 9333 + 90.33 .17.09 4 77.09 - 53.63 • 53 53 50.625 O 50.625 (3) 130.00 + 104.00 +104.00 • 130.00 • 104.00 -9833 -80.91 + 91.33 - 17.09 ♦77.09 •53.53 45333 -50.00 + 50,00 0303 (4/ .IC,..i. 100.81 +161.81 -96.93 496.93 -0730 481.30 + 80.92 - 13.00 473.00 -53.33 +53.53 450.00 + 50.00 76.000 (5) • 86.54 + 86.14 1„• -8056 4 80.96 -77.69 4 77.69 •69.57 + 69.57 - 67.31 4 67.31 -64.14 + 64.14 • 58.39 4 58.39 - 41.60 + 43.10 -46.00 4 46.00 \3•iado9' 34indo., \\'id hs Ildghls 19.125 12; 2o.00 (2) 21.060 (21 26.500 (2) 30.600 (2) 32060 (2) 34.000 (2) 36 .010 (2) 26.000 (2) - 141.00 + 104.10 - 1.0.00 +194.00 - 120.45 4 104.00 -93.83 +95.33 . 78.48 475.48 - 7022 +76.22 -63.53 4 63.53 .58.01 +53.0) 33.375 (3) - 146.00 +104.00 - 140.00 +104.00 -120.45 +104AD •9879 +93.:9 -71.07 477.09 -67.75 +61.75 •60.(c3 +60.02 -53.53 +53.53 `0425 (4) - 134 07 • 104.00 - 13! •2 + 101.00 . 115.28 t (04.06 • 96.79 • 95.79 - 17.09 +' ).09 -57.75 + 67.75 • 60.01 ± 6002 -53.53 + 53.53 63.000 (5) - 104.56 + 104.10 •10091 +100.51 -87.30 487.30 -81.66 +81.06 -74.21 474.21 -67.75 +67.71 • 60.02 +6&02 •53.53 -53.53 76.000 (6) Ne,nhr.a=h,.e. -8110 - r.en .............. 411.10 , -00.96 - -- 4 80.96 -69.57 +69.57 -44.26 +64.26 • SS 39 +58.39 -55.66 +53.66 - 53.21 +53.27 -51.18 • 51.18 Gc,,c_N '4214: \2 Heights 26.400 (2) 33 375 12) p•Q 'lJ: Numbers In() parentheses are gen•nt• el ar.chorc pt, chit. Negati., DesignLotds basal vs Comparmisr Analysis (psi). and Glass Tallc 35 •F.. Posit ise Design, Loads base)o.Comparxi, a Analysis (pat), •c• Water 'I iRtsscue 37.000 (6) - 14000 • 104.40 • 139.09 • 101.(0 - 130.04 4 104.00 49.000 (6) • 135.00 • 104.00 - 130.00 • 104.10 -130.00 +104.04 +9.625 13 63.000 (4) • 107.47 • 104.40 • 111081 + 100.81 76.000 (5) •16.54 4 56.54 - 80.96 +8096 - 77.69 +77.69 .6957 +69.57 - 67.31 .rs nOcn mhos ea1c tor 41101Ct4S0 3/16" 'leptons. NO1'E: 2 :sachets 4" ,.p..rt, 4" (rem MCI elks of attclin$ r411 4 e rlquir+J. 00101 0(4 anchors at each Aka! nil) a la, spacing of head Etil scot = 11.900 Mal. spacing at j:mb - 16.000 2 1 ausbc.' 4.60.0" us each side of sleeting r•u arc acquit. 1. (101.1 et 2 0aehora t each 04.3. 0.11). 5).s. spacing al had 6: sit at rear= 16.000 Islas. spacing al jambs - 16.010 ( N'isdoe • (Heigh is 19.12.1 13) 20.000 (3) 71.000 (3) 26.100 (2) - 140.00 ++ 194.40 - 140.00 + 104.00 - 120.43 + 104.00 33.375 (3) . )49. 4 104.00 • 1.12.03 ; 104.00 ,2•1.45 .104.00 50.625 (4) - 136.07 + 104.40 - 131.52 • 1042.0 - 11523 + 10400 63.400 (5) - 104.56 + 10440 - 100.81 + 100.81 - 8730 +87.30 74.100 (6) • 34.10 1 84.13 • 80.96 t 3196 -69.57 4 69.57 Non above ore (or N10 sert9a 04 3/16" I'apcom. NOTE: AncOor: 4" from etch corner, Dtav, aM as foams.: 5 speel »: at Lead 1; 49) m s cat 11.000 NO .4ne0un 6" (ran tacit ranter, Mat, and ns Max. spacing m head & 401 at rent= 16.000 l \indae'Widdci _ 42.000 (6) 48.000 (6) 50.000 (6) 53.125 (8) - 135.00 4 104.00 - 1 r 104.00 - (11.01 + 104.00 -9033 • 9533 - 130.00 • 10400 • 120.45 r 104.09 • 111.01 + 104.00 .9333 +95.33 • 126.52 s 104.00 - 145.73 + 10100 - 111.02 + 104.00 -9333 +9333 -96.93 +96.93 •07.30 481.30 •54.64 +84.64 -8092 +86.92 31 rotas, 13 24500 (1) 30.000 (4) ' j 32.000 (1) -9893 +91.83 - 7&48 +1548 • 70 + 98./7 - 77.0, + 77.13 • 90.79 4 94.79 - 77.09 4 77.99 • 81.06 + 81.06 -14.71 474.21 • 64.26 • 64.26 . 53.39 4 3839 3141. 9,•59.4 11 j a,e(,s - 46.4260 Mat. spacing aljambs= 16.000 4 47.31 -64.14 +6114 60.000 (81 72.000 DO) -17.09 4 77.09 -53.53 + •77.01 +77.09 -5353 4 5353 • 77.09 4 77.09 • 53,53 + 53.53 -73.00 173.00 -53.53 +5353 55.39 4 5539 _ - .48.00 +4340 Anchors 6" Ironstoeb corner, Dla.., am] Al 168694: Anchors 6" from each corner, 5193., and as foll test : - 7022 +70.22 •67.7i +67.:5 -67:15 +61.73 • 67.75 +67.75 -55566 + 55.66 0.H: 081 ? //97 N.T.S. 34.000 (4) 36.000 (4) - 63_53 + 63.53 _ -.. - _58.01 • 51.01 _ 60.02 4 (0.02 53.53 • 5 3.53 • 60.02 4 60.02 -55.53 r 5153 - 60.02 4 60.02 - 53.53 + 53.53 .5121 +53.27 -51.18 +51.18 1 74500 (10) • 50.00 *50.00 -5907 +50.00 • 50.00 + 56.00 • 50.00 4 50.00 - Pe • 41.95 AN9C1(0 03 4.01409110 91111 10819 (1021191 86110106 4102E Oar P It n 10' I01901 / X /0115910 OEfIC( 410 tOiNIa/61 ACCIPUD(I ace/ n2Ij•12) XX `7 XX l 7 X OR X OR x a,-i ' tT ' 1 u ayess;vei7iA ti Siechne)O9). a..e.a.. Ii "',i 700 1aFrL- 1518154th• 6 'COMPARATIVE ANALYSIS FOR 76" HIGH CASEMENT USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) a,,,e :coca,: aa.ea,. P.O. BOX 1529 NOKOMIS, FL. 34274 B ` 330 .t 10 1 c Window 11.0942* 37000 (6)� 11 N'indo. Width, Window 10;411.. 3 7.999 (4) 40.000 (6) 42.000 (6) 48.010 (6) 50.000 (6) 52.175 (6) 60.001 (6) 72.000 13) 74.000 (8) !67000 (2) - 100.00 * (0089 - 9:.00 *95.01 -95.00 495.00 -95.00 +95.00 -8350 •98.00 .70.66 478.66 -61.67 +61.67 -4233 a42.81 -44.00 +40.01 33.375_(2) -95.00 +95.00 .90.00 :90.00 •90.00 +90.00 -55.10 +65.00 - 55.011 •89C0 - 79 60 •75.65 61.61 061.6•: • 42.83 *42,6) •40.0D +40.01 50.625 (31 - 35.016 + 35.00 • 35.00 4 35.00. • 55.00 • 95.00 -71.10 • 71.00 • 66.00 • 46.60 -61.00 a 61.00 - 52.01 • 5160 -4100 +42.00 • 40.00 +40.01 63.000 4) -70.00 +79.10 -7400 .70.00 -64.00 *44.00 -54.10 454.00 -50.00 •54)41 -47.00 +47.00 -40.00 +40.00 -34.00 +34.00 -33.00 +33.00 761100 (5) -62.04 + 62 t0.j...5400 + 3540 +5600 •52.00 4 52.(0 -44.10 444.00 -41.00 •41.00 - 39 00 •19.00 35.26 459.00 - 28.03 0 2"x.04 •21.00 + 27.01 „in.. Ileigli t* 11 N'indo. Width, hs 3 7.999 (4) 40.000 (4) _ -95.00 4)_000 -95.00 14) 45.000 1:1 50.000 (4) I +88.80 .551425 (4) 60.900 •6147 (4) 7 _3.000 +61.(7 (C) 74.700 (6) 30.500 (2) -100.00 +100.00 .95.00 495.00 -95.10 +95.00 -53 .80 -78.66 +7166 •42.&3 +428) •40.00 +40.01 35.375 (2) -95.00 +95.00 •90.00 +90.00 -90.00 +)0.00 -05.40 415.00 -65.00 +85.00 -71.66 +78.66 -6147 +61.67 -4233 +4283 -40.00 +40.01 50.621 (3) - 35.06 •35.00 -35.00 +05.00 • 66.00 a 65.00 464.00 -71.10 4 71.00 - 64.00 + 66.00 i - 61.00 + 61.00 - 97.00 + 52.00 • 4200 5 42.03 -34.00 a34.00 -40.63 + .10.04 j 4.4.000 (3) -74.00 +75.00 •70.00 +70.00 -64.00 •54.40 + 54.00 -50.00 + 50.00 j -41.90 + 47.00 •40.00 +40.00 •3).00 +33,01 ' 16.000 (4) -62.00 •62.00 -56.00 *56.00 -5100 95?03 -44.00 +44.00 -4:.09 +41.00 ( -39.00 +39.00 _ -35.00 + 3540 •2 &00 + 28.00 •27.00 +27.01 Ru. *.* Heights 11 indoorN'hl hs 19.125 (3) • 20.000 (3) 21.000 (3) 26.500 (3) 30.000 (4L • 62.79 32.000 - 56.18 (4) 4 5618 31.000 . 50.83 (4) + 50.83 16.000 - 46 41 (4) + 46 41 16.000 (2) - 100.00 • 100.00 -100.30 + 100.00 - 96.36 • 9636 -79.46 4 79.06 - 62.79 -61.67 35.370 (2) • 100,00 • 40031 - *60.00 +106.00 •96.36 496.36 -79.04 479.04 +61.67 -34.10 • 54.20 -4301 +13.01 .42.63 •42.83 50.615 (3) - 100.00 • 100 .00 -100.00 • 700.00 -92.22 4 92.22 - 79.14 + 79.04 - 61.67 • 6147 - 54.20 4 54.20 - 41.01 •48.01 •4183 4 4233 63.000 (4) -83.65 +83.65 -80.69 4 80.05 . 69.84 •69.87 -64.74 4 6434 -59.37 4 +46.72 -54.10 454.20 -49.04 • 48.01 •41.83 +43.81 74000 (5) -66..20 •67.28 - 64. 7 6 -64.76 • 5566 + 55.66 -51.41 4 51.41 - .16.72 -44.53 *44.53 - 42.62 +41.62 j -40.94 +4091 Cenerel / 4076.: Nunbcra 4. () swam)... are *Leaned, or alto ntter side. 0'3007: 14egalirt Derign Loads hosed an Conlparltire Analyse (pal), and Glass Tabu 1s -E Ibsili tc Design Leads based a* Co m p:446tw Mal) sin (psi old 14'ater Test Prelim e urn abor t are for +10 5nra1 or41 T prim_ NO1 E: f 46th/n 4" 60,411, 4" from e side of ineeling nil a r required. (To16l0( 4 attdOrI al rich Meet. ail) Ilan. *pacing et bend 3 sill at tint = 11.000 5)8*. spacing al )4056 *+ 16.000 um . en ab a'e tee fur 1( 1 541847 Or 11 "' 7•peoes. NOTE :. I aaeie.r SUUO" MI each side of inertin8 rail rare required. (Total of 1 48044'1 to each 1lee1. Hoil) 09.9.spa tin: at head &st11*1rent" 24.003 Ala ,,. sparing aljaacba- 20.000 unb abort are for R)0 maws of3/ 6"'6.apron. NOTE: Anchors 6• from each corner, 0 sir., sad m follows: 11 :t. 6; 41 7.eud& s:, ..,e.,, = 11343 Window 141471s 26.000 (2) 33.375 (2) 5!1615 (2) 19.725 (2) • 100.00 . 100.00 - 100.00 • 100.00 100.00 4 100.00 20.0:3 (1) L 14.306 6.24 - 10040 • 100.00 - 100.00 +108.00 - 96.36 + 96.36 Window (00611hs 10.500 121 '9.06 4 79.06 -79,44 + 19.04 30.000 -62.79 - 96.36 4 96.36 • 51.21 • 92.10 -79.04 4 79.04 - 61.67 - 69.R4 • 64.14 1 64.34 59.37 •55.66 -51.41 + 5 1 .17 (2) • 62.79 - 61.67 + 61.61 + 61.67 + 5931 :14.93 * 10000 63.000 (3) -83.65 •13.65 -00.65 +80.65 L 76000 (4) -67.28 +67.13 •6474 + 64.76' Numbers about er Ice 01? serer' 0 :117" Taperos. NOTE: Ancho,. 6' (8005 rash corner, 5141., and at 10110.. 110,. spacing at brad .5 5711 at rem • 24.000 N1as. *pacing at Jambs- 16.000 4 69.34 •55.65 5I**. spaciuy 61 foal*- 20.000 -46.72 32.000 (2) 34.000 -56.18 +56.18 - 50.83 - 94.70 4 5420 - 46.01 - 54.10 4 54.20 - 48.01 - 54.20 4 54.20 -4,111 + 46.12 - 44.53 + 44.51 '- 42.57 *2..,.mn McNvicl. Audio's 6" from e.eh corner, Ol.s. and as rellons: Anchors 6" 68mu6 caner, M*..,•1d as 6030,411 No. ic; 9 Seo. N.1.5 (1) 36.000 (2) 450.83 -46.41 +46.41 • 48.01 •4203 44183 1.43.01 .4103 +42.83 4 45.01 - 4293 +4253 •42.62 -40.94 -40.94 0N10R0 03 6301.2016 011714 111 1 SCUM 11.024DA MUM COM XX , X OR X 849:309 U x OR x .1°001C t0M C(6111441CI OIfC1 uwwcf 11387- .02)7.41 Z T g l*Ip 9 .... ■AS� 9Y _ �t�- T . T 9� ro 08550. L (erhndnl �> rr r- ,...(*clan' .ecoytien. Y■o4. G'194r1: )5.,.a/rogee 711057 ar..M: 4, ), 704 ( F1L- 7519 7 w Iu .COMPARATIVE ANALYSIS FOR 76 MCH CASEMENT USING P53 ANNEALED CLASS. (NOT FOR IMPACT t2.1DCWS) LY.wy 4.: 44.004. F.G. BOX 1529 NOKOMIS, PI.. 34274 W 330 Window Heights 26.005 NS widow Width, 51 Wee, W klths 19.115 (2) 20.000 37.000 (4) 40.000 -90.00 (4) 41.000 (4) I 43.000 4) 90.000 (4) 53.120 (4) 54.000 (4) 60.000 (4) (2) - 105.11 4104.00 +90.00 - +81.63 •6250 +62.50 -57.60 +57.60 -51.02 +51.02 •49.38 - 4 49.38 -40.00 +46.011 33.373 (2) - 105.11 4104.00 -90.00 +90.00 -81.63 +81.63 •6250 •42,50 •57.60 +57.60 -51.02 451.02 •49.33 - 49.36 +49.38 4 4938 •40.00 - 40.00 +41.00 •448.90 50.625 (2) - 63.59 + 08.53 +47.13 - 61.05 -46.12 + 67.05 +46.12 -66.10 + 66.10 • 62.50 4 62.53 - 57.60 4 57.60 - 51.02 +51.01 63.000 (3) -47.13 -45.48 +45.45 I •4376 443.76 -43.74 +41.24 -42.45 +42.43 -4128 +42.23 .40.00 +41.00 64.010 (3) -45.87 +45.87 -44.83 +44.38 -44.27 + 44.27 •42.60 442.60 -41.09 +42.09 -4135 +41.33 -41.15 441.15 -39.91 +31.91 Window Hr' her NS widow Width, 1V;ndn..V..th, 19.115 (2) 20.000 37.000. 16) 40.000 (6) 42.000 (6) 43.000 46) 50.000 (6) 53.I2i (1) 54.006 -49.38 (6) +49.38 60.000 -40.00 (4) +41.00 36.000 (0) - 103.11 +104.00 -90.00 +91100 -8663 +81.63 -62 +62.50 -57.60 151.60 -51.02 +51.02 33375 (21 - 105.)1 +10400 -90.03 +9LL00 .81.63 481.63 - 62.5!1 4 62 50 5 -5 -5((1) • - *49.35 • 4009 740.00 50.625 3) -65.59 4 11.59 -67.05 +67.05 -66.10 +66.10 -6250 +62.50 -57.60 9 57.60 • 51.02 +51.02 -49.39 449.33 -40.00 +41.00 63.000 (4j •47.13 `47.11 -46.12 +4112 -45.45 +49.43 .43.76 +43.76 •43.74 + 43.24 •42.48 +40.49 -12.23 +42.28 -40.00 +49.00 64.000 (4) -44.87 +453: -44.89 +44.88 -44.27 +44.27 •4760 • = 3 1a I - 42.1.1 •40.09 - +4137 .31.15 +41.15 -3991 +34.11 \\'i.dat. Heights NS widow Width, lleilhts 19.115 (2) 20.000 (2) 24.000 •62.50 (2) +62.50 26.500 -51.25 (2) I 30.000 +51.23 - 40.71 (2) + 40.77 ^ 26.000 (3) -95.62 +95.43 -90.60 + 9600 33.375 (2) -58.42 +43.42 -97.00 +96.00 •62.70 +0'!50 -51.26 +51.26 1 -40.00 +40.00 50.615 (21 -74.67 •14.87 -72.37 +72.37 •6250 +6250 •56.26 1 51.16 i -40.00 +40.00 61.000 (3) -57.53 •53.17 -50.47 •51.16 .46.04 +44.39 •44.60 +41.22 i -40.00 -40 .00 +31.71 +36.39 61.000 (3) •56.46 +51.33 -54.44 +49.53 -47.02 +42.86 •43.73 +19.;7 1 Wisdom Window Widths lleilhts 19.115 (2) 20.040 (2) 24.000 (3) 26.500 (3) 30410 (3) '26.007 (1) -96.42 +6641 -90.00 +90001 -62.30 +6250 -51.28 +51.78 -40.72 +40.72 .. 46.376 (2) -93.41 +10.41 -90.00 •90.0 -62.51 +6230 -51.26 +51.26 - -43.00 + 49.10 50.625 (3) - 74.87 + 74.87 -72.37 +72.371 -6106 +62.50 -51.26 4 51.26 -40.00 +41.00 63.000 (4) -5753 +5117 -55.47 +51.16 -48.04 +4439 •44.60 441.22 - 40.00+37.74 64.000 (4) -56.40 451.35 J -91.44 +49.53' -47.11 +42.84 -43.72 +39.77 -40.00 +36.39 Ccacral tl'o tn: NOl E: N urche's In() Parentheses are quantity of anther, per ride. Negative Deri5nLoads Lased on Comparative Md7ais(par), sad 0l*, Into 35•1? Positive Design Loads Ixsed on Comparative Anal) -1i1 (par), al., Water Test Prrsa,ee . \umbra above are for 610 severs err 3 /14." !'aprons NO C: 2 anchor' 4" apart, 4" from each side of meeting rail nit rrquirrd. (Total of 4 anchors r,1 each 111,1. 1611) A achor.6 from each Warr, 3 I0v., sad as follows: 51119. Spada: al had &181 al rent 16.000 hiss. spacing at janiln 16.000 Numbers .bore ere f or *22 screw, or 114" Tepeons. NOTE: I anchor 4.750" on each 1148 Of Sitelhr8 roll art rrqulr d. 1l'ott,) alt ,.dreg at ruck $lre4.11n15 Ilea. 1paelag a head k.6) nl vent •• 22.000 Max. spaclsg N Jambi - 24 000 \uulaers a are or 0103•reln or 6" l apeoos. r407 3 anchors 4" spats, 4" from each side of meeting rail a c required. (Total of 4 anrha s 10 each Med. Rail) SOU- Aasl.a . 6" from tack cur acv, 01as + and as lullowa: Alas. spacial) al head Sr 0)!) at rant - 16.000 2)... *NCI.: at (elan - 16.000 \ONbrn ollove are for 8)2 ;trees or 114" Tepeons. \O11: 1 anchor 4.750" on each side of ineting rail err required. (Toni of 2 aacbora at ,nrl beet. Rail). NOTE: Anchors 6" frmo acct :w arn, Maa., anal a. (ullo„ s: 011.. spade3 at head & sill nt ,'eel. 22.000 SLns. spacing 4lj4ral4= 24000 Aachen 6' from each career, Mat., mad as (aline,: APfOkk0 01 034917180 RIH 186 30001 f:00iO4 80170748 COM Ir r/ a 11100 !� 60 0111809 ' 1015.(1 tM1 02411041Z Of ' "sl Otlar1411C1 00. 1 XT. XX X OR X X ` OR .�a - / Pro9ressrSe . CLASLS(eCllnaiNi' OaYrra,trow pnM Gteg.„ I S•i+s /sbxe ( hrrr Sant: f C 1 700 1 FTL- 15351 8 08/21/97 COMPARATIVE COMPARATIVE ANALYSIS FOR 54" HIGH CASEMENT USING 3/16" AMEN FO GIASS. (NOT FOR IMPACT WINFIOWS) Sark: Adrr•n: P.O. BOX 1529 par N. T. S. NOKOMIS, FL. 34274 I I 330 B r (%5hdoa I Iki;YU (2) (7) o Wi 0810 l3'Indoa 171 +81.63 51'544441 - -. 60.000 (6) • 164.00 4104.00 72,000 74.000 (7) _8 - 81.63 96.000 (7) 106.375 (7) 108 000 17) 1111,00 (9) 110.000 (0) 76.000 35.375 (2) (2) (2) - 130.00 - 770.55 -111.11 •;02.00 + 104.00 +102.00 .303.19 •99.00 +104.00 • 62.50 +63.58 - 50.90 + 50,90 -49.11 4 4938 - 46.75 + 41.76 - 40.00 4 40.06 + 19.00 -8163 +01.63 6150 462.50 -50.90 +5090 - 49.33 .47.01 +49.38 +47.00 • 46.75 •45.00 + 46.75 745.00 -40.00 4 40.00 - 406(% +40.00 50.62a • 84.84 +51.84 +61. 76 + 605 - 72.93 ' . -. ... _.- •54.17 , + 7293 +34.1 7 • 71.00 53.16 2 07 +71.00 s 53.16 - 6100 - •4I.0�] +48. 60 54.00 454 .00 - 48.40 +48. 6.00 0 506 61 ( •61.78 ro me • 40.00 +40.00 r- 33.00 + 39 .00 -37.01 . 43700 - 34.10 - +30.00 - . 300 +3460 7 13'inAoty I) ck8 ti 26.000 (2) Wi 0810 Widms 96.000 - 62.50 ('T ' 108.000 (12) 120.000 - - - - 60. 000 • 110.00 (10 1 104.00 72.0 • 111.11 00) Z 4-114.00 74.060 _ (10) 14.000 11 106.375 (12) 111.000 (12) (13) 105.19 + 104 .00 -81.63 +81.63 4 62.50 ' - 51.90 + 50.90 - 49.38 +.19]8 • 46.75 _ +46.73 •40.00 +40.04 4 40.00 33.37$ `- _ (2) •110.58 016 oo - 402.00 +102.00 -99.10 +99.00 -91.63 +81.63 -6:50 4 67 50 .50.90 +5090 - 49 71 •4 •46.75 • 46.75 -36 00 50.6?! - 03.004 ( 3 1 (4) .8151 • 5 1.84 •77.99 • 72.98 • 71.10 458.044 _- 61.00 + 61.00 -54_00 4 54.8.0 .43.00 • 4 3.00 - 47.05 + .32.00 - 45.00 4 43.00 - 40.00 +40.00 -61.78 +61.73 - 54.1'0 +54,1! -53.16 +53.16 •48.00 *46.00 -40.00 4 40.00 -33.00 ♦38.00 -37.01 *31.00 •36.00 436.00 - 34 00 -33.00 +34.00 64.0 00 )4 - 60.5S +60.53 -53.06 +53.06 - 52.07 _ __,0'/ •47.93 4 47.93 -40.00 4 40.00 . 37.00 + 3140 • 17 01 •37.00 -36.00 •36.09 4 33.00 Cc 0111 NOTE : Numbrra 14_11 nmrcnthrsel arr�nnop• of anchors j,crsldr. Note Ne2nn•e Dwpn Loads baud on Comparative Andysis (par). and Olars Table 35.E Poaiast Desisn Loads :used an Camsarabve Antl)si* (9244), and %vita Tat Resstre :Noll:: t anchor 4" aryut, 4" from 0141 side of mrrlin8 rail ire required. (royal of 4 anchor: 08 onrh 31ret. 1 ail) Ar6•Yws 6' from I- LO corner, AN mad at folialls; Aha. spacing al had & 1111 a /Mill 16.001 5)02. tlal 6 & 111404 sill at c. ale+ fised•• 11600 51a s. 145811•6 at ismh1= 11.100 6 . , +) . . J - i3.o9 V.06 • 5 . t 52.07 - 47.93 +47.97 • 40.00 + 4060 - 37.00 + 3 7.00 -37.06 + 3760 - 36.40 + 36.0D 33.00 Numbers soot are for 012 serval or 8M' "'aprons. '--'-- NOTE: 1 anchor4.7Se" on each sld, 0finee:ing rail az reiv1r d. (fotsl of 2 aar►or, al tub Aleet. Rail). Anchon 6' Dorn each corner, 51.., aa6 as Callous; 111.. starring al Arad & 110 alvelit ` 32.000 Mat. spacing at head & 1111 n• ratter Osed i• 23.000 Ma.. spacing as lambs = 21.000 alaleric Sc at N.T.;. Mesas . BOX 1529 +33.00 60910130 K C0601701e wall THE MAN ft081M MUM CODE Jar 61000t1f.IlftOL 0148;04 8060110 ttLE 303 034(3 401.1f38t[ 66.1Z� 216-' 01 _ r pro sSitecha07eg ..r.. roar Wt... / . n � 7o.•, - 11.n as - 'd Ca1.Oar se.i.aptw '�- ar: _ Jana: - (� ww •••• 1 1 9 a 10 COMPARATIVE ANALYSIS FOR E4' HIGH CASEMENT USING' SAE" ANNE4LFO 6L4c'S. (Ivor FOR IMPACT WINDOWS) NOKOMIS, FL. 34274 + B t 330 4 4 � 0 1 c r r I- & Ai 5 A 03.000 6.000 1 AX. SPACING 1 11.000 4.000 6.000 I- E 1 1 H L.'1 XOX MAX. SPACING MAIL f 7.000 SPA r 1.000 4.000 6.000 4 0.000 4.000 4.000 _1 6.000 -7 T – 1 16.000 wx spAcorc Z IVE x6.000 ; Mal -, Mil et4t L „ 7 ZJt+P4bmo:91slcit•]LWAk44 io.x rox• Mki.7U.� ilI1mmi• JFd4q XOX MAX. SIZE R.S. AwAlwa es 0.8. 2/ 1,/47 3 2C 98 N.T. S SMALL MISSLE IMPACT WINDOWS- : 1.) GLAZING: 1/4' TEM ?ERED : 2.) CONFIGURATIONS: X,XX.XOX i 3.) GEStGN PRESSURE RA*,YIC: +75 P.S.F., –75 P.S.F. 4.) ANCHORS: MAX 6" FROM EACH CORNER L 2 ANCHORS 4` APART 4 FROM EACH ME1 ING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 I 5.) NO HURRICANE PROTECTION DEVICES REQUIRED 30 FEET Ac ABOVE. LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 3/16" SENTRY GLASS 2.) CONFIGURAP,ONS: X,KX,XOX 3.) DESIGN PRESSURE RATING: MAX. +60 P.S.F., –60 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4 APART, 4 PROW EACH MEETING RAU. MAX. SPACING AT HEAD It SILL 11.000 MAX SPACING AT ,IAMBS: 16.000 • 5.) NO HURRICANE PROTECTION DEVICES REQUIRED. I 4 /MOO OS MR= MN 71N � Lox {00TH ROM BOII �' . , N „ _ I B/T i i 6 11 I DI 014ip0A , y), A I-- {ULD41, C* t I �. !CI =own it 11 t41G:JU– Q Pr°7e9siro ASS eCNnCVY 'Mk 1 S.A.. /.oed_ _ I +� 1 A"'�' la / E FRONT VIEWS, ELEVATION P . BOX 1 29 NOKOMIS, FL, 34274 B 330 1 C 1 1.250 1 MN, 1 110 AANHEAD 250 MAX. TYP. HEAD, SILL JAMB 1.250 I MN. 250 MAX. TYP. HEAD, SILL JAMB 2 . HOOD DUCK 1 2 x WOOD EILlOC /72 PANHEAD 1/4" TAPCON NO C'SIMK REO. 3/16" TAPCON NO C'.S!NK REO. 1.250 ANN. • • 1 • w000 BUCK .250 MAX. TYP. HEAD, SILL JAMB J • a • 50 .2 --4 — • 7 x SvOGG • twV. 2 BUCK TYP. HEAD SILL JAMB .UA NOTE: REFERENCE TEST REPORTS & COMPARATIVE ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. AMMO U CAIKVINO MI1N THE sa71H LOMA OO1LINt CON r•. tea ansas MAC CODE 10pLIANCE O11ICF AttetINCE MO. - Oz12.6 / R TYP. cASErvfENr ANCHORAGE Add•••• P.O. BOX 1 2 NOKOMIS. FL. 34274 : 330 • /progress re LASSted"° f.•..s,nv .. •a.r•rar pbAv y: p ..w�lrar: "M. 2"" C 700 1 ANCH. j • 10 11 r P f , MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami FL 33166 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0331.02 Expires:03 /28/2002 Approved:06 /10/1999 1 of Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (3005) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com C ops Glass Sales & Services Corn. NOTICE OF ACCEPTANCE: 4. INSTALLATION 4.1 The structural mullion system and approved drawings. 4.2 This mullion cannot be installed as 2 of 3 ACCEPTANCE No. 99- 0331.02 : JUN 1 O. i999 APPROVED: EXPIRES SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1212.13, which was issued on March 28, 1996. It approves a structural mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code; 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating-values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Gopi Glass Sales & Services Corp. Aluminum Tube Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -16, titled "Mullion Detailas ", prepared by Al- Farooq Corporation, dated December 5, 1995, Sheet 1 through 3 of 3, • bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in the 'approved drawings. 3.2 Mullions are to be used only to support windows and/or doors with a current Notice of Acceptance. 3.3 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must each meet or exceed the pressure requirement for the opening in which it is to be installed. its components shall be installed in strict compliance with the part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components Ble h o to the mullion. r proposed e installation. 6.1.3 The Notice of Acceptance of each window or on to at a 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manuel erez, P.E., Product Co l xamine1 Produc CPntrol Division March 28, 2002 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS • 3 of 3 ACCEPTANCE No.: 99- 0331.02 APPROVED • JUN 1 0 1999 EXPIRES March 28, 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been Pled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently . labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: • a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents,, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure 'to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 and 2 and this last page 3. END OF THIS ACCEPTANCE Manu Perez, P.E., Product Con of xaminer Prod - ontrol Division ' 4.000 5.000 6.000 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 _STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 h-- 2.000 -�i TYPICAL .. . WINDOW FRAME DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SEUCT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. • USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS _ ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 2.000 3.000 -- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 4.000 — 1.000 PRODUCT RENEWED ACCEPTANCE No. 91- 0 33 t- fl 'Z,_ EXP RATION DATE c Q. • . -2DOL By PR BUILD 'RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE SAFEGUARDS 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDMONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA / eu!L D:IIG CODE 0,17c f"i .. Df FRCDUCT`IrOf4RDL DIVISION VJttD:NG •C,)DE OFFICE .CCEPTRRCE NO. - 121 iJ T CONTROL DIVIS CODE COMPLIANCE O' E ENGINEER: HUMXrOUN FAR000 PE '16557 1 ibeet 1 of 3 awing no. 95 --1.6 MULLION LOAD CHART 2 'x4 - 3,1 /B ALUM. TUBE nca o: :. b J,TmTimam ■MEME„■,■ ■\, ■■ ■111ES■113■■01■E‘■ ■'111, ■ ■■■E11■,■ ►11■1111ENI■ ■I■Ea■■ WI ■,1■„ ■ ■■■ ■'.■ ■E■►1■L1■■■■■■► ■►11■111111■N■v1II■■ iM11111■INi M■U■■ 111■N111EN ■■■■■tea ■NI■31■ ■►111■►111•■ ►11E.11 ■,EE ■■M ■ ■■ MMENSEMMEMEN iiMENUM■■Eii EEEEEE■■. -■■■ -5 B ■111,,IMINI ,■„'IM■ ■ ■MWRIMME■■MME MERMEMEMMEMMIN IIIMMUUMMEMENN ■ ■i 10111,811in ■i ■ ■ ■-1MILI,■,■.■ ■ ■ ■ ■,RI,IILIMI 11111■E11KIMii� . " iii�li, ■■ ■■■UMIIMM' ■ ■ ■1111111\RIMINIS:I ■■■■■■■■,,.■■ ■■111111111■ ■ ■MINNE AHLTIORS TYPE C MCCT•C HUI 3 7 2 n MULLION LOAD CHART 3/ 5/ 1 ALUM. TUBE KO tTra mu )PJZONTAL MUWON 4 - N AI 5Ps N 20 30 40 SD 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2'x5 "x1 /B - ALUM. TLGE 151 '■" ■-■k =' C276 13;/1;;1 Ll�,M1. ■&M■►�r� ■ " 1111111111=11.■ ■ ■11=■ ■1■NE11■K■■■►N■ 0111111LIIIIIIIIIM111111111111 ■► \ III411�■ ■■ ■ ■ ■■ MMEMENNEMMEN UMMEMEMEMBEN UMMMEMMEEU■ MEMEMENUMEN IIIMEM■■E■U■■E■ 111U11EN■► ■■,E■ .■tIrEU.■,■■" MIIIMMUMMEMENE NIIIIMEICIIMINSINIME- ■■EEE■M■I11E1111■ I°7 ■ ■`ENCEINEI■IIM- 20 30 40 5 0 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR Cl fI CLADNG PRODUCT CLADNG PROWCT GLAZING PRODUCT MULLION SPAN V I 5/ 3" 1 u3 - x1 /8" ALUM. TUBE Nv uttrl a :7 R a ttsttz# INO11111 UMMUMEMENIII MEMMEMEMINN MUMEMEMEMM MILIMMINESE 111. MEMMENNE 11111116. ■■MENUME MEMEN■WM MENNEMMO MEMENNEWNW MEMENESSINIML ■MMIEW■■EEMMI■ PA cl m N MULLION LOAD CHART • 20 30 40 SD 6D 70 80 TRIBUTARY WIDTH - INCI -€S MULLION LOAD CHART IL a��� , Mmum„ IMINIMI1.11111111111111111111111111 MMUMMEMMEMENE 111\1111 ■ 101■■ IWIll ■ MMEMEN■\■ ■ME■ WEEMEM■■ \■ ■ii 11111I11111111111110111 ENi►11■111i■asE■■E ■\1E111111AMI:iii\1 ■■ ■UMMENUM' ■■N ■E■M■MEIMINIE■ ■■■■i111■1■1M1■► 2 x6"3,l/B ALUM. TUBE r0 STCQ. C12X1 1•c 20 30 40 S0 60 70 80 TRIBUTARY WIOTH - INCHES vERTIC. L uUWON v2 I TRIBUTARY WIDTH = W1 + W2 2 I7 m ry 07 m N a m 0 a m 0© J Z m H r N 0m .0 MULLION LOAD CHART is ■.■.1 ■,iii ®ILMI- - 1■ ►11■1 ■ \\ ■ ■ 1111E31ma ■mss►∎■ ■►■iN ■EMMO■■ ■IIIM MEMEMEMEN MUMMEMMEMENE 1-■'U.■■N■■■ 1■1■i ■, ■ ■11\ ■U.7 X11■ 111■M■■1M ■ 1■11111i111■■1■ ■111N 'Ufill■1111111E`1111■11.11.- Erg,■ ■ammos 111i1■■E1110111\ter ► \i:1 ■,i ■ ■■\11111 I 1 - 3,4 "3,1 /D ALUM. TIRE Linhu►i■■■■■ ■EMILIM►.■■■ 20 30 40 SD 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART mamma= MIIIIMMENE MM.e■ NIMM Ihr ME■ `ter ■\M.ii►■.- / C ANCHORS TTPE A PCCT -Y9 30 40 S0 60 70 80 TRIBUTARY WIOTH - INO-ES ANCHORS TYPE 11/48. OR C 1 vl�F - v2� rr 0 INN 2 - 3,i 1/B - ALUM. TLBC ■■►■kiE■a■0 11(0. 0270 .__ a.__ 111111111 I imemmummommom 1'1 ■ ■1\ ■►iii \E 111 •■L ■■iii ■ Ems■ ■ \ ■\ \ ■, ■ ■►1■■■■1N1s 11110■■ ,,EE ■■E.EE111111■■ 111111111111111•11111111 ■ ■31■M■■■■13•■11■■1 1111110111M11111111111101.11111111 011■■112E, ■ ■ ■INIM ■ ■ \ ■ii■ ■`i ■E► aai ■i��■ 8y 21WIL MULLION LOAD CHART 20 30 40 SD 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART IIM M'u.■' ANCHORS TYPE 8 WR I'MMEM ■• MMat1 MMENNUMMUWEEN nommmommemom ►ll\1ammi emmui■ MRWILIMUMMEMEME ""1,1�1"1I„- M.TiMMEN ■■■■EIONN►EEIN► IIIMEMENISMOMMEN SI 41 111 MEMONE 20 . 30 40 50 60 70 80 TRIBUTARY WIOTH - INCAS PRODUCT RENEWED f.CCEPTA-VCE No. -_0 t EXPIRATION DATE e =OP °/. P' DUCT CONTROL DIVISI .j 1 •COMPLIANCE O CE u, a O 0 J Z 0 H N O m • m m FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. 25 30 45 50 60 70 85 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 20 30 40 SD 60 70 80 TRIBUTARY WIOTH - INCHES AFPP.3'111i) AS COMPLYING WITH THE•' SOUTH FLORIDA BUILDING CODE OAT HPt RCN 2 9q BY - . 'a`" PROOUC• O TRCL DIVISION • :iU!LGIP:r CODE COMPLIANCE OFFICE 1CCEPTI,NCE t {O.QS "I Z�1.3 ENGINEER: HUUAYOUN FAR000 . PE 16557 • fi no. [195 -1 6 U tES Q z x O Oa CZ 41 0 �r 2 n Q 'N "'O < 1 52' ° z, 1 16g Pi t igheet 3 a 4 { - -2. CFA."`. }�' =v:•L' • : ..�:{ i:s:'s• ,:e:: • �.t.1:.: s..:..n:ti..:,:.. = r::,::, _.M. -_ . ..•._ .. ._ ... .._ •. ._ � �I'1'`,� 0 ;e 4i ••'•R� l".•K""; •4=1- _.. ••a• yt' ..... ' ...._......_.. • 2.X 2.X'• • ALUM ANGLE f 14 S.M.S. .. "2/ ANGLE 2.000 MIN MUWON 2 X 2 X 1/8' ALUM ANGLE MUWON MULLION ,ANC TYPE 'A' 1.500 YIN • • PRECAST CONC. SILL 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG 1.500 MIN • • v . d'. f 14 S.M.S. 1 -1/4' MIN. EMBED INTO W000 1/ ANGLE e. 3/16 DUl TAPCON 1 1/2' MIN. EMBED 1/ ANGLE f 14 S.M.S. 2/ ANGLE PRECAST SILL CONC. 2 X 2 X 1/8" ALUM ANGLE f 14 S.M.S. 2/ ANGLE MULUON MUWON r 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG r : MIN 'ANCHORS TYPE 'B' • f 14 S.M.S. 1 -1/2' MIN. EMBED INTO W000 2/ ANGLE PRODUCT RENEWED ACCEPTANCE Na CiCt - 031. 0 EXPIRATION DATE By PR BUILD ANCHORS TYPE 'C' IVEIM 1 II MI- At: at • I' It • • � • d'. 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE Ma (II... d• 4 CONCRETE OR 'CONC. FILLED BLOCKS MULLION CONTROL DIVISIO DE COMPLIANCE 0 2 X 2 X 1/8' ALUM ANGLE 3-5/8" LONG •IAN • NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY "" 1 /4' 4 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE 3.000 IIIN WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. APPROtiED f,s COMPLYING WITH THE SCU'Y. FLORID,. BU;LDIf :G'CODE OAP P r S R CIA 996 oY PJ UbL1C ONTROL DIVISION BUILDING' CODE COMPLIANCE OFFICE A CCEPTANCF. i�0. ' J Z 1 Z- 1 3 ENGINEER HUMIYOUN FAROOC PE 1 16x57 • t 0 1 1 I IC Allow ng no. E 5 -16 • 4 M IAM 170ADE Expires:09 07!2002 ODUCT CONTROL NOTICE OF ACCEPTANCE : Gopi Glass Sales S: Services Corp. 7450 NW 41 Street. 'Iiami <. • : . FL 33166 • , MIAMI -DADE COUNTY. f'LOR-IDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING . 140 WEST FLAGLER STREET. SUITE.1603 MIAMI. FLORID/v.33130- (305) 375 -2901 FAX (305) 375 -2908 - • CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 • CONTRACTOR ENFORCEMENT SECTION • (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION oi�r .. pplication for Pro Approval "of: . / (305) 375 -2902 FAX (305) 372 -6339 inz .Alunz lz Fixed Window •:-u Chapter 8 of the Code of Miami -Dace County governing the use of Alternate Materials and Types of : .Construction, and completely"described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. . • This : approval shall not be valid after the expiration date stated below. BCCO reserves the right to • secure thi product or material at anytime from a jobsite or manufacturers plant for quality control testing.. • • • • . :Ifthis product or.rnalerial to perform in the approved manner, BCCO may revoke, modify, or. suspend -the u t�o se of such product material immediately. BCCO reserves the right to revoke this approval, if it is ` determined BCCO that this product or material fails to meet the requirements of the South Florida Biiilding. " :he expense of such testing ; ii 11 be incurred by the manufacturer. Acceptance No.:99- 0629.01 1 of3 • Chief Product Ccntrol Divisic . THIS IS TI-IE COVERSIIE.ET, SEE ADDITIONAL PAGES FO,R SPECIFIC AND GENERAL • CONDITIONS BUILDING CODE & PRODUCT REVIEW.COMMIT.TEE TI-.is a7nlicat :c:: for Product A Jproval has -- re "ie \','e: 5y the BCCO and approved by the Building Cod ands roduct Rev w Comn to be ' used In Dade Co'.:nty, Florida'Jnder the conditions set forth above. Francisco Quintana, Director Miami -Dade County•.° Building Code Compliance Gopi Glass Sales Scrviccs Corp. SCOPE -: renews the Notice of Acceptance No..97- 0721.05, which was issued on November 13, 1997.. approves an aluminum fixed window, as described in Section 2 of this .Notice of Acccptan designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade Coup for the locations where the pressure requirements, as determined by. SF13C Chapter 23, do .+ exceed the Design Pressure Rating values indicated in the approved drawings. LIMITATIONS • LABELING EXPIRES • : September 7, 2002 • NOTICE OFF ACCEPTANCE: STANDARD CONDITIONS fixed ,' :..�0', as _ .:JW..... :vcd ACCEPTANCE No. : APPROVED '994629.0r AUG 1 9:1999 :'' PRODUCT DESCRIPTION - The Aluminum Fixed Window and its components shall be constructed in strict compliance v • the following documents: Drawing No. W97 -11, titled "Gopi Picture Windows," prepared by .: Farooq Corporation, dated June 24,'1997, Sheets 1 thru 4-of 4, with revision A dated 10/31/97 Sheet 1 of 4, bearing the Miami -Dade County Product Control Approval stamp with the Notice Acceptance number and approval date by the Miami -Dade County Product Control Division.. Th •.documents shall hereinafter be referred to as the approved drawings. t f -,t„-„; „ t . 4.:: INSTALLATION • 4.' The alu:r:ir.urn fixed v,':ndo'.i its co :. ; o-:cnts shall be installed in strict compliance with approved drawings. 4.2. The installation eft is i, :oduct' 'ill rcouirc a . - :urrica ne protection system, :,: panel shall bear a permanent label wi :Zile inanufacturer's name or logo, city, state following statement: "Miami-Dade County Product Control Approved ". 6. BUILDING PERMIT REQCIREMENTS . :6.1. Application for building permit shall be action :paZicd by copies of the following: 6.1.1 • This Notice of Acceptance. 6.1.2 Di:plicate copies of the approved drawings; as identified in Section .2 of this Noti Acceptance, clearly marked to show the components selected for the proposed installat .6.1.3 Any other documents required by the Building Official or the South Florida Building (SFBC) in order to properly evaluate the installation of this system. Manu Perez, P.E., Product Cont 'am Prod of —C trol Division G oPi Glass Sales & Services Corp.' • NOTICE OF ACCEPTANCE: 1 'Renewal of this Acceptance (approval) shall be considered after a enewal applic arc no een file tdan h t he original submitted documents, including.test- supporting data, en� g (8) years. and all a roti ed Pr � oduc.s shall be 'permanently labeled with the manufacturer's naine; state, and tilt Any pp royal ",. or as. specifically stated in the •following* statement: Miami -Dade County Product .Control App • specific conditions of this Acceptance. a. There has been a change in the South Florida Building Codc affecting the evaluation of this pro u' •:'' of Acceptance will not be considcred.if: and the product is not in compliance with the codc changes. rove b. The pioduct is no longer the same product (identical) as t he he o crusts inally approved. provedance, including tl • c. If the Acceptance holder has not complied with all . the Q correct installation of the product. .,� and scaled the required documentation iilitia' d. The engineer who originally prepared, signed a• submitted, is no longer practicing the engineering profession. } 9 1 ' revision or cE:ana,c in the ;aerials, usc, and /or manufacture of the product or process shall automatics c.f. t his Acceptance, unless prior written ap ^ oval has been requested (through .1 r... fil:iig G: r \ ° . •. `,•,.••. • for removal of .000.;ta1;cC: Any of ' following al'. also 3c ^ro::nds .or remov 1!:1S !; .`.. . .i :y Cf the �: �� �.. � J r : COCCSS. a. Unsatisfactory p rfor.n c •�;is o:oduct or p r ,1, .^ ^ as an endorsement of any • ACCEPTANCE No. : APPROVED EXPIRES. STANDARD CONDITIONS rC p I C .:Ct, f„r sales, advc.tis. :g of any 0 t purposes. _ f •t i�'ilallli-Dade County,' Florida, and \C ' .expiration.. d follo�' d ` .The Notice Of ?.cceitance. nu_r:ber piece; ed by .:e „'Gres the ids, a Ace 1 a,: If }' of c ,t i literature. any portion of (late :i:.'S } �1C displayed in �d advertising displayed, then it shall be done in its entirety. '.cce tance as well as approved drawings and other documents, where it applies, shr A copy of this r p provided to the user by the manufacturer or its distributors and shall be available for inspection at the jo at all time. The engineer need not reseal the copies. Failure to comply with any section of this Acceptance shalt be cause for termination and renlo Acccptancc. • . 0 This Notice. of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS • of Manuel P Product AUG 1 9 1999 99- 0629.01_ Scntembcr 7; 2002 • al P.E., Product Control ont ol'Division . . ]R B T 1 ■ 1 i 1 1 I 1 1 . . - _ �MO t M ■ - 1' - - /4� t -- 1 -. 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 i 12' AVG. SPACING F+ - 6' TYP TYPICAL A OR B 500 1.875 FRAME I.G. WINDOW 6063 —T5 .062 GLAZING STOP 6063 —T5 1.875 1 FT— A62 TYP 17 .812 FRAML (NUL)tr 6063 —T5 1.328 A A DR B DIM. A Uri DI M. TYPICAL ELEVATON GLASS 3/16' ANNEALED 1/4' ANNEALED DR 3/16' TEMPERED USE IMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED AORB DIM. t H A OR B DIM. NOTES 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALT. SHAPES Erryr. DR. HUk'AYOUN FAROOQ STRUCTURES FLA. FE f 1E557 4: ov o 3 1997 A OR B A DR B DIM DIM. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIF EDBY INSCRIBING PICTURE WINDOW SHAPE WTTHIN SQUARE OR RECTANGLE AS SHOWN DOTTED UN ES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROWIZE ra r-rca CL rc. ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. SINGLE LITE PICTURE WINDOM APPROVED AS COMPLYING ImTE SOUTH FLORIGk BUILDING CU DA t !' BY PRODU ONTROL DIY:S:r BUILDING CODE COMPLIANCEIETICE ACCEPTANCE ND91 "o 1 2 � heet 1 of 4 t j � drowing no. 97--11 $ 10 SMS OR 3/16'x2 -1/4' TAPCON 2 6' FROM ENDS L 12' O.C. TYP. •4•'• • • 4 3 10 SMS OR 3/16'x2 -1/4' TAPCDN - 2 6' FROM ENDS L 12' D.C. TYP. • 1 BY OR 2 BY WOOD BUCK 1/4' - MAX. SHIMS GLASS AS PER TABLE 3 /16'- ANNEALED 1/4' - ANNEALED 3/16'- TEMPERED 11 BY OR 2 BY WOOD BUCK INSIDE GLAZED WINDOW 1/4' SHIM MAX. 4 • [17 0 12' O.C. DADE COUNTY APPROVED MUWON & MULLION ANCHORS K 4 e s • • 1 G 3/16'x2 -1/4' TAPCON- 2 6' FRCH ENDS t. 12' O.C. TYP. 1/4' SHIM MAX. * 10 SMS OR —3/16'x2-1/4' TAPCON 2 6' FROM ENDS L 12' D.C. TYP. 6 A / 1/4' MAX. SHIMS li ft 4 1 BY OR 2 BY WOOD BUCK • • :. • OUTSIDE GLAZED WINDOW GLASS AS PER TABLE 3/16'- ANNEALED 1/4' - ANNEALTD 3 /16'- TEMPERED WOOD BUCKS NOT BY GOPI, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12" SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY, 1 -1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS # 10 SMS WITH 3/4" WOOD EMBEDMENT 3/16" TAPCONS WITH 1" WOOD EMBEDMENT Li 10 s.u.s. 0 12" O.C. DADE COUNTY APPROVED MUWON & MUWON ANCHORS TIC t I.raIi atu. ut. • •. lJs • tJ ' 6 10 SMS DR 3/16'x2 -1/4' TAPCDN 2 6' FROM ENDS L 12' O.C. TYP. Ergr_ DR. HUIMAYOUN FAROOQ STRUCTURES • F A. PE f 16557 APPROVED AS COMPLYING WE I SOUTH FLORIDA BUILDING COE DAT ND 6 BY PRODU' •NTROL DIV :S.GN BUILDING CODE COMPLURCESHCE ACCEPTANCE NO cr7 -maw) t t 0 O Z w CC n. 0 0 z 0 W O O 0 a. a' r- *- 0 << a r vi e W 14 n Z5 in 3 J W • e H 2 0 / z 0 W a_ < L° V t r 4 droning no. W97 -1 1 sheet 2 of 4 r` Z J a 0 U DESIGN LOAD CAPACITY - PSF (#, 10 S•S) WINDOW DIMS. A/B 19 -1/8' 26-1/2' 37' 53-1/8' 19-1/8" 26-1/2" 37" 53-1/8" 19 -1/8' 26-1/2" 37" 53-1/8" 19 -1/8' 26-1/2" 37" 53-1/8" 19-1/8" 26 -1/2' 37" 53-1/8' A/B 26" 38 -3/8" 50 -5/8" 63' 74-1/4' 3/18" - ANNEALED EXT. 109.2 80.3 77.9 57.3 57.3 56.8 77.7 56.2 40.3 38:8 72.0 56.2 40.3 29.4 68.8 53.3 40.3 67.0 51.3 40.2 INT. 77.9 57.3 57.3 76.7 104.9 56.8 77.7 56.2 40.3 38.8 72.0 56.2 40.3 45.3 92.9 . 29.4 68.8 53.3 40.3 67.0 51.3 40.2 1/4" - ANNEALED EXT. 120.0 88.3 88.3 86.6 62.0 59.8 97.1 77.0 62.0 72.0 57.7 69.2 54.2 INT. 80.3 76.7 104.9 78.8 56.4 54.4 97.1 77.0 56.4 41.2 92.9 72.0 56.4 39.3 90.4 69.2 54.2 3/16" - TEMPERED EXT. 110.0 110.0 110.0 110.0 110.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 110.0 106.3 85.1 67.9 110.0 102.2 80.1 65.2 INT. 109.2 80.3 80.3 80.3' 109.2 78.8 56.4 54.4 109.2 78.8 56.4 41.2 109.2 78.8 56.4 39.3 109.2 43.2 90.4 78.8 56.4 39.3 SINGLE KITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART BASED ON HET1 -96 -1061 OF 10 -09 -96 0 TEST SIZE = 37 -1/4" X 74 -1/4" TEST LOADS = +60.0. -60.0 PSF DESIGN LOADS = +40.0, -40.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 3/16" - ANNEALED ® TEST SIZE o 51 X 74-1/4" TEST LOADS = +68.0, -75.0 PSF DESIGN LOADS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 1/4' - ANNEALED BASED ON FTL -1162 OF 6 -1 -95 TEST SIZE = 59 -1/2" X 77 -1/2' TEST LOADS = +91.0, -91.0 PSF DESIGN LOADS = +60.7, - 60.7PSF WATER INFILTRATION TEST = 16.5 PSF TESTED GLASS = 3/16" - TEMPERED DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/B 24" 36" 48" 60" 24" 36" 48' 60' 24" 36" 48" 60" 24" 36' 48' 60' 24' 36" 48' 60" 24' 36" 48" 57" A/B 24" 36' 48" 60" 72" 84" 3/18" - ANNEALED 1/4" - ANNEALED EXT. 62.1 62.1 62.0 58.1 62.1 41.4 41.4 41.4 62".b 41.4 31.0 31.0 58.1 41.4 55.8 54.3 INT. 62.1 62.1 62.0 58.1 EXT. INT. 63.8 58.0 95.6 87.0 94.2 87.0 83.7 83.7 78.5 78.5 62.1 94.2 87.0 41.4 63.8 58.0 41.4 63.8 58.0 41.4 62.0 41.4 31.0 31 :0 58.1 41.4 55.8 47.8 47.8 41.3 r.5.:. 1. . 55.8 54.3 59.8 58.0 83.7 83.7 43.5 43.5 78.5 78.5 59.8 58.0 47.8 43_5 38.3 34.8 75.3 75_3 73.2 53.3 • 55.8 47.1 43_5 73.2 53.3 3/16" TEMPERED EXT. 110.0 110.0 110.0 110.0 110.0 100.3 98.8 88.3 110.0 98.8 75.2 75.2 110.0 88.3 75.2 60.2 110.0 82.4 69.5 60.2 108.1 78.6 INT. 87.0 87.0 87.0 87.0 87.0 58.0 58.0 58.0 87.0 58.0 43.5 43.5 87.0 58.0 43.5 34.8 87.0 58.0 43.5 34.8 87.0 58.0 64.9 43.5 24" nc n R7.0 36" 48' 60" 24" 36" 48" 60' 24" 36" 48" 60" 96" 108' 120" 65 A- 42.5 44.3 44.3 47.9 47.9 65.4 42.5 58.8 76.0 58.0 61.8 104.3 74.1 43.5 87.0 58.0 103.0 72.7 87.0 58.0 58.8 En9r. DR. HUbV.YOUN FAROOQ STRUCTURES F11.. PE iii 1E557 NOV 0 3 1997 APPROVED AS COMPLYING Imo{ TIE SOUTH FLORIDA BUILDING CCE DAT • M E, 1. •� BY .P. PRODU • .TROL DIV:S.ON BUILDING CODE COMPLIANT/ OFFICE ACCEPTANCE N0. hr1.0i c O 1 0 S 0 0 0 c a • drawing no W97-1 (sheet 3 of 4 48" 60" 96" - - - - 61.8 61.8 - - - - - - 24" 36" 48" 60" 108" 44.3 44.3 65.4 65.4 104.3 104.3 - - 42.5 42.5 74.1 74.1 - - - - - - - _ - . - - 24" 36" 48" 60" 120" - - 58.8 58.5 103.0 103.0 - - - - 72.7 72.7 - - - - - - - - - - - - DESIGN LOAD CAPACITY - PSF (3/18" TAPCONS) WINDOW DIMS. A/B 19 -1/8' 26 -1/2' 37" 53-1/8" 19 -1/8' 26 -1/2' 37" 53-1/8' 19 -1/8" 26 -1/2" 37" 53-1/8" 19-1/8" 26 -1/2' 37" 53 -1/8' 19 -1/8" 26-1/2" 37" 53 -1 /8" A/B 26' 38 -3/8" 50 -5/8" 63" 74-1/4" 3/16" - ANNEALED EXT. 77.9 57.3 57.3 56.8 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 - 68.8 53.3 40.3 67.0 51.3 40.2 INT. 77.9 57.3 57.3 56.8 77.7 56.2 40.3 38.8 72.0 56.2 40.3 • 29.4 68.8 53.3 40.3 67.0 51.3 40.2 1/4" - ANNEALED EXT. 120.0 88.3 88.3 76.7 104.9 86.6 62.0 59.8 97.1 77.0 62.0 45.3 92.9 72.0 57.7 43.2 90.4 69.2 54.2 INT. 120.0 88.3 88.3 76.7 104.9 86.6 62.0 59.8 97.1 77.0 62.0 45.3 92.9 '72.0 57.7 43.2 90.4 69.2 54.2 3/18" - TEMPERED EXT. 110.0 110.0 110.0 110.0 110.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 1 10.0 106.3 85.1 67.9 110.0 102.2 80.1 65.2 INT. 175.7 129.2 129.2 113.3' 154.9 126.8 90.8 87.6 143.4 113.7 90.8 66.4 137.1 106.3 85.1 63.2 133.5 102.2 80.1 63.2 DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) 1/4" - ANNEALED EXT. INT. 95.6 95.6 WINDOW DIMS. A/B 24' 78.5 78.5 94.2 • 94.2 36" 48' 3/18" - ANNEALED EXT. INT. 62.1 62.1 62.1 62.0 58.1 62.1 41.4 41.4 41.4 62.0 41.4 31.0 62.1 62.0 58.1 62.1 41.4 41.4 . 59.8 59.8 83.7 83.7 41.4 62.0 41.4 • 31.0 47.8 . 47.8_ 78.5 78.5 A/B 24" 36' 48" 60' 24' 36' 48' 60' 24' 36" 48" 60" 24' 36" 48" 60' 24' 36' 48" 60" 24" 36" 48' 60" 7'>" 84" 31.0 58.1 41.4 38.3 38.3 75.3 75.3 55.8 54.3 -31.0 58.1 41.4 55.8 _ 1:3 54.3 94.2 94.2 83.7 83.7 63.8 63.8 63.8 63.8 63.8 63.8 47.8 47.8 59.8 59.8 47.8 47.8 55.8 ' 55.8 47.1 47.1 73.2 73.2 53.3 53.3 0 71.8 3/167 - TEMPERED EXT. INT. 110.0 140.0 110.0 139.0 110.0 123.6 110.0 115.8 110.0 139.0 98.8 93.3 100.3 93.3 88.3 88.3 110.0 123.6 98.8 93.3 75.2 70.0 75.2 70.0 110.0 115.8 88.3 88.3 75.2 70.0 60.2 56.0 110.0 111.2 82.4 82.4 69.5 69.5 60.2 56.0 108.1 108.1 78.6 78.6 64.9 64.9 105.9 105.9 47.9 47.V .'. Engr. DR. HUMAYOUN FAR000 S1RUC111RES , Fv, rE f 1;557 NOV 0 3 19 APPROVED AS COME WITH THE BOUIH FLORIDA BUM CODE DAT _ 1932 BY PRODUC • •NTROL DEEM BUILDING CODE C3IBFkCE OFFICE ACCEPIANCE NO. CiTrtriZ. £ O O z O c tj a. Q o � En 0 z a. o° 1�