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702 NE 95 St (12)";1AMI•DAD PRODUCT CONTROL. NOTICE OF ACCEPTANCE PCT industries 07U Technology i)r•ive Nokomis ,F1, 11275 Your ai)pllication for Notice of Acceptance (NOA) Series F- 26000 Aluminum Fixed Window w• under Chapter 8 of the Code of Miami-Dade County governing; the use of Alternate lI laierials and Types of C:Onstruction, and completely described herein, has been recommended for acceptance; by the Miami -Dade C nuniy Building Code Compliance Office (I3CC0) under the conditions specified herein. This NOA shall not be valid after the expiration dale stated below. 13000 r(ser, the right 10 secure this product or material al any time from a jobsitc or manufacturer's plant for duality control testing. If this product or material fails 10 perform in the approved manner. 13CCO may revoke, modify, or suspend the use of such product or material immediately. 13CCO reserves the right to revoke this approval, if it is determined by I3i=CO that this product or material ;ails to n;ect the requirements of the South Florida 13uildint Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO,: 01- 0102.03 APPROVED: 09/1312001 6045000i1pc230nremplates \notice accc•at rr_ over plge.:.'ot ,. .,,.,,,r ,, •„3 +t «....... ,, .......,,.,.• %: 3.,.:,, -- )1t IAMI- p . .\ DE' COUNTY, FLORIDA METRO DADIi :_:_ 1,Cii.ER FU)LDING BUILDING wait l.; {iMPLIAir'C'l: OFFICE Nil;'I'R(,)•1AU! : I1 (; 11!) `:1i :;7• 11,A ul,l R 5,1 I I'll I ((;3 vl Ali!, 1.1.01:!2)2` 33 . 305) 375-2‘k I FAX OW) .!,'j• :' CONYB.A,Cl'O LICENSING SI;( •'1'101 1305)375-232? i;AX (M)375-255 CO\ rn.tcI'oR 1 NI :O1R(:P :\iICNr' 1)1V1-;lo 13:J5) 375- 2t.'('( VAX (305) 175•290s 1'1201)(1( "r (:0N 11tOl, 1)(Vt51ON r3O>1 375 -2')02 FAX (305) 372 -6330 2.(Ft E;XI'IRES: 09Z 133223063 Raul Rodri't ucz Cltirt *Product Control Division THIS IS THE COVERS11EET, SEE ADDITIONAL, PAGES FOR SPECIFIC AND GENERAL, CONi)ITIONS I'3UILI)ING CODE & PRODUCT REVIEW COINIlIIT ?'I~:? This application for Product Approval has been reviewed by the I3CCO and approved by the Building Cod:. and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami-Dade County Building Codc Conip iancc Office PC►T Industries ACCEPTANCE Nu.: 01- 0102.03 2.1 APPROvED- EXP1RI ES: NOTICE. OF ACCEPTANCE: SPECIFIC COMMA ONS SEF 1 3 r'00 SEP 1 3 2O]5 1. SC :OPI 1.1 This approves an aittinini M fixed window, :IS described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Codc (Srf3C), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFfiC Chapter 23, do not exceed the Design Presst Rating values indicated in the approved drawings. PRODU'C I' DESCRIPTION The Series F-6000 AIuniinum Fired Window and its components shall be constructed in strict compliance with the following documents: Drawing No 550, Sheets 1 through 9 of 9, titled "F -6000 Aluminum Fixed Window," dated 10/24/00 and revised on 8/15/01, prepared by manufacturer, sioi[cd and sealed by Robert L. Clark, P.T., bcarino. the Miami-Dade County Product Control approval stamp •,villa the Notice of Acceptance number and approval date by the Miami -Dade County Product Conti ol Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval implies to single unit application~ only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Table for tempered glass in Sheet 3 of 9, and for annealed glass in Sheet 9 of 9 of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall he installed in strict compliance \viih the approved drawings. 4.2 I lurricanc protection system (shutters): to determine whether the installation requires a hurricane protection system or not, scc corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami County Product Control Approved". 6. BUILDING PIERVIIT 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 Duplicale copies of' the approved drawings, as identified in Section 2 of this Notice or Acceptance, cleLirly marked to show the components selected for the proposed installation. 6.1.3 Any ()flier documents required by the Building O ficial or the South Florida Building Codc (5113C) in order to properly evaluate the installa ti of this system. ivlanuciPere;, F.E. Product Control. ner ProdluL4 C )n rol Division � l pc, :r industries ACCEPTANCE No.: 01- 0102.0; ApplZVED: EXPIRES: NOTICE; OF ACCEPTANCE: STANDARD CONDITIONS 1 )O1 SEP i 3 20fl3 I. R.crlcwa' of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no oider than eight (S) years. 2. Any and all approved products shall he permanently labeled with the manufacturer's name, city, state, and the iollowing statement: "fvliarnii -Dade County Product Control Approved ", or as specifically Stated in the specific Conditions of this Acccpt:ince. 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 cocc changes; b. The product is no longer the same product (identical) as the one originally approved. c. 1f the Acceptance holder has not complied with all the requirements of this acceptance, including, the corrcci installation of the product; d. The engineer, who originally prepared, signed and scaled the required documentation initially subniittcd, is no ionizer practicing the cnginecrinn profession. 4. Any revision or changc in the Materials, use, and or manufacture ()Elbe 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 oflice. Any of the following shall also be grounds for rcnioval of this Acceptance: a. Unsatisfactory performance of this product or process; b. M isuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dadc 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 avaiiablc for inspection at the job site at all tithes. The engineer does not need to reseal the copies. 8. Failure to comply with ally section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, and this last page 3. ENI) OE TiIIS ACCEPTANCI Manuel 1pc!, P. E., Product Control ruiner Prcduct;tir ?foi Division ' ' \ ' \ \\t• \ / /, // 1J _ / � / TS L Pi rr�7 tit 11 6 i b' VE { v ' - t_•�i 1 S j' 0 yrr nu7 »:reo 21. 5 scj FAN jrS \I 120" x 5,1 Maximum Area .35.20 sq. NO N —1 MPA C T o 0 INS 1.; !-dZINC: 3 TEIVPERED 2.) CONFICURATIO S: 0 3.) FOR DES!GN PRESSURE RA ' 1NG SEE COMPARATIVE ANALYSIS. SIS ON SHEET 8 4.) AND-40R 1>•;AX/MIM SPACING: 15.000" .) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS i o BE SEAM WELDED 7.) RL FERENCE 7EST REPORTS: F71-2818, 2819 .rk 2820 JD E 8 7 / L_ i `: 1 i • `i • I r 6 xi; +:i;m ,Are ? {l. 4 s ta. I '1 " u x MoximHim : gar•'o • L L 1 37.46 So. ` / f %/ / /r Rol:erl L. Clark t'.E. pF 439?12 SITuctural f :4Cr 8y: J. j. [i m fir ' 4 . _` l S'' f r. K. ! 6/ 15/01 ! ICEOPAs4 ?': rT : e: i J ntS[. �i13L LEL EIAi 1;O�,1J, .�7 A 'Ja :r. r 1 i i ? ()MI aY � M FIXED L D tAt'!;�ft,1n t' J V' , {T rCC_J- OLC'C P.O. Er x : S<e ry.Y;Y 1 Samnc /4 SCC'r' Seet: N'.,,Y : IS.. ; 1. 3 42 7 $ r;cACou r .34 2 4 F— 6U: .9 i \' 1 • i T 1 T .A 1 L i- r T ;DE SEP ; 3 2uai, ,_ f BY1,a ?FC�iL f t CC CN;.`. o z ! , E13iLD Nn CC4E CFF :CE ACCEPTANCE tr.(:. - „ _ Z. •(y?"a C 1 ji P- '. I 1 1 r U 4 '11 , J L _ . • ' /11/ rpir .1 1 1/? ••-\\ s•-•...\\\ r - L")b Od cximu r (3 2 522 sq. ft. HA 1- F 7 2 0 " x 6O1 Maximum Ares .3Q .27 sq. ft P WINDOWS CONT. .3,77 6" TEW'r,reED CLASS REFERENCE TEST REPORT'S: F7L-2818, 2879 66 2820 1 r2,- r- - r -, F I • - 6 0" x x irn urr, A rP r 43. 75 L. \ N.:\ .‘" N'- 1 1 4 1 I 1 1 I TAG 0 t-v 60 6u Max (mu rn Area 20. /7 so. / / 1 iber L. Clark, P.E. PE 39712 Sicuctural 1 1 1 1 1 L. 7 4 " x 3 " Maximum Area 1 7.8 Oro t. fte. J.J. Scnes/116, 070 TECHNOL OGY P.O. ea,. 75 2:' • f! . /1. 3 4 2 N2. _3 2: < — 6000 Dole. 70/ ; 1 11 1. ii• r j 17 TA NCLL " I.) x Maximum Area 50 . 00 s 4 L Ifictc Pe F.K. I ,3/! 5/0 7 F IALUM /NUM FiXE D WINDOW :4701)VEZ- . C'-pi TH srA)1 !1L03� J CATL: 9 Y PO"r,kr 01r0; BU2LtZ Ct)D[ 00 A NCE Or c ICE r:%:C: 1-.0 f 3`i 2 • 1,12. 11r INDUSTRIES ELF 3/76 7 .6 cc; TEMPERED I c . 1 !• ,, 9 I . " 74" 3 6 " Maximum Arco 14.42 Sr]_ ft. NO - IMPA C T WIND° W`' S 3 /7 ANNE . • rOtlf 0 3 (7.?i? OcSIcN PREStiRET RA TING SEE COMPARA TivE ANAL YSIS ON SHEE 8 DE 8 ANC,Lior-? mAx.ulaf SPACING. 75.000 5.) SHUTTERS PF AT ALL INSTALLATONS E) ALL FRAmr JOINTS TO BE SEAM wELDEL; REFERrNcF TEST REPORTS: FR-2748, 2P-6 s 2758 ..........--.--;_. 1 -- - -- ---: .--- --- s......_ ...--"---57—i----- — - ... --- - .- ----- - -•-... --' . I //.7..."- ■ r ,i . V ' E 1 PTf 1 7 4 " x 6 " tvi oximu rn A re 0 1453 sq. / ZA 3 7" Robert P.E. PE P39 Struc:ural INDUSTRIES 107C: TECHNOLOGY BRAT NOr:01,45.. fl .3t7 P.O. BOX 5 W.D.KC•A”.S. P, 31274 1 / 1\ 7 _ " - Voximurn A ro I Pr•^St EV: ,D.71■7 • • F. K• I 8,/ I I 9E AL Li IV INUA1 F7 //c n WIND W Ss r 3/1;00 Sccqc: F— 500 1 Shtat: IV TS _3 .! 9 1_1 C" :7 T r . ar. j 017 t: 10/24/N / 6 \ 4 1= / pc D L E VAT!' 'c; v , FPPROV70 COMPLYING MTi TI-sE SOLTZH,URil)A E,LDI DING COE 11\ir BY r ) CC CE NOE OrliCE C1 I ;.:1-r.n.inq i ,-:- - _-_-- -- -.--...., 1 . - -- ----1 — =-- - --•" - --, I; - - -■''. • 1 ,-,....\, 1 , OUARtER C RC/ E X Maxim um A re° 7 8.35 .sq. f I _ "••■•• AV /7 1 : '1 V , 1111 ; 4 1 2 1-- ■ 7 .4 5/ 7 1.1 X J M 0 X M m Are° 14.93 sq. ft. NON - 1, PA CT WIND 0 WS CONT. 3/ 1 6 " A NIVEL+ : F0 CLA S FFTF? FNCL.- rET PEPORTC: F71— 2 74 8, 2 756 rk. 2 7.5 1 p.E rs- _ / x 74" Maximum Are° - 1 4.26 sq. t. 0 C TA r; N 48" x 48 Maximum Area 13.26 sc.?. ft. !.4:4)en L Clark. P.E. PE 397(12 Structura: IND1JSTRIES 1 • lc. ,..1) IL CHN'..:LOGY Oqr/E_ t4CKOM;.5, FL 2 t— _2_ /// -, isylc xirn rr Are° i 78J so _ ri,FPROYE1.1 COt.i M G 177 LI rrl .4 re ( 1 9.01 sq. ct.rE Es PF.zooCrx7R0 rir e.:1) Cr_CF COMFL,W4C.0 CFI PTA' `.2E Dez... J. J. P C BOX I5.79 .10:(0=41S. 2;42 :4 LT) T /- 1 L 74" x 7 ,7 F. K. a/ rl!er: 0/24/ P>vis:ona. R El.."iR A vav AL IJAAP\" , • r . 0 r Ei EV4 - ROWS, VI 6 A NNEALFD GLA !• , N t. 1 6Cq)0 I ) • MAXIMUM HE/C-T . 75 ; THRU ,17 PAN NCOD 14 (al ( 5 ) 3/7 e ILA HO. 7A)-'CON (:.- G OR 3/16" FLA T HEAD TA.PCON (C'SliV1( RED'D) ; 2x 14/(30D 1/2 k?i/V. Bt- ;/4- MAX. TFMPERED OR 0 ANNEALED —; /4" MAX ' • 1 1 . MAX.i SF 17 (3 N A 1 --e TYPICAL C 7 1 0; . -1 INSTALI 4770N INTO CONCRF F AT SILL Sf WOOD AT '/FAD 7— /4 - tl Rhr LL . °ark, P.E. g39712 S t ri4„- • I dilimati3 • - O.O TECH.sTa0L QtT NOKOMIS, 11 3427.5 x WOlif) BUCK — • - 7,/4' SHIM MAX. i,/ 7 6" 1-1[X H 7PCCV OR .3/ 5' rL4T HEAD C 6 INs( Ti MPt r 7 6 N L E D c-- 77 0 /V B- TYPiCA L SEC: .4L TTRP-. C" I_ LA 77 NIT Oro,- n Ti:Ir. MAX?Mt..Nf SE SH I 37Li 4 TF S ..- 7 MA XIM /v,' C.) VFRA. L 0/A4 ENS i 0 N S AR .4PL 1C,49LL 1 r; 77 0 N ED Af?CH. T ANCHO RA G E ML ;HODS ARE APPLCABLE TO ALL SHAPES Si /OWN 0tV SHEE IS 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: Fri -2878, I - - 28 7 °, .FTI -2820, FT1 - 274R „I-7 L-2 7.56 & -2758 Atrvse ey: F. K. Dal c: / Ar, C•o: c. F r • 8/ ORA WN L b tvi iN UM Fl›, 5c rIts/ cdef: I SCCA sl .342741 P.O. 130x 2 .5.2:?' I .. 0f9 __ ,:i.. . - . . .. ,____., i riontm i ,C.,',.:*?,-;" . .,..,..„,...J -. - .- 1... .. . ./ . , PEO 7» SECTIO & A ORA GE VI crantv;-r, V.171 t THt O1.17 ccOE ,"•• CAIE Tr; rpcp• \IS:Dr{,'• ) E U:LCING CODE COMPLIANCE OF Ficl _Mr n7n.!`r tEl 06 % 17. - I I r HANN EL I /Th r A n ( L 7 E - -2.0 00 - 11_)1 . 1 F— 6000 F IR A tvl E EXTRJc/0, N 7 2 PART i f! tJ 8 .34 61 7 68 DESCRIPTION FRAME HEAD, SILL k L.) - CHANNFL BEAD 7a..3 4 ; # x - SA4S 4 628_99C/52501C SILICON BACK EFDOING 5 6. 8 61303K CLOSED CPU. FOAM TAPE (55.A.455W SEAM SEALER 3/76 ANNPA I ED CLASS 3/1 6 TEMPE GLASS 7PWSW _ x 7/8 FL PH. Tit 1 V/SIBLE 1_1C/ 7'7 C r A 710N DOW MOTH - TIP TO TIP " -- 2. 588 - WINDOW HEIGHT "TIP TO TIP" — 2.688" Roberl L. Qrk. PE 4 712 Structural INDUSTRIES ; 020 rECIINOL0'.:;t' ONI;E_ NOK01.16, FL 34275 B IL L OF A/LA 7 RIA Drm a J. P0. 60 1529 NOKCAILS. FL 34274 A L UM.4 Oh? = TRJPI E CL-'S . .".; OR TRIPLE CIAMOND ASc t - V/ Rersc &y.10,71c. F. K. . , I 1 0 P c' A t-SP Cc t. 10/24/00 1 6 00 0 UMAX 9? = 11/10. E. n _ _ TAP': cPECIA 1. IS TS OF FL O[ SCIINL CP = SCO;C: 1,?3 rti■ C-f0X1Pf; N TS L 6 of .4; — AF— 7 1 55' APPRCA•ED AS C.OMPUrIN•C; WITH THE F.011TH r1.01R10‘ LUNG' CODE • ; ,_EP 1 3 ei3O01 IATr By_zA(a ) 4C CC-LE ZOMF1.1% I Jr: T_ 1.21 it.C:CEF +-NC ■••::,C• V,57- 0e7crfpbon• EX TR US/r)tv` PR 0 FILFS &f. 8.0.M. Mier: - ALUMI UM FIXED WINDOW 55 Roe. 1- r r r '71 f._ 1- 1— rr r. REFE.R.E.Crs TEST f?EPORTc: Fa-2838, 2879, 2820, 2748, 27.56 & 2758 (n); L2 3/ 5" ANN,S4LED —4__ OR .3/ 1 5 :TMPFEJ _ . SILICON L TYP / CA L GLA7IN 0 EYTTAII L. J/ 1 6 " CLASS ..,-...—•-....... ,-. - —•• " N.., 1 s , I .. ■ ._. I , ..--." ......."'" R*ben Crar) PE g?9")17 Structural • INDUSTRIES .'070 rECH VRIVE No.).;vat.S. fl 34275 ,--g - ifIr I \ 1 Oil i ' +! 1 / i / 1 / lii i 1 :1 r .■.; . ,..---.... /1, / v ! i . ! ii 1 / Z.:-+ 1 .; ._, / \ ',.... i . \ ',...._.-...." `..... .../......„.„\ .//' -**--------. ..--'- I '-• ) / N.._,.._ /'-.------<" 1 kc Descrtpl on: - ii 90 r R 1\ C \F T! ()j e• !!),•,t F. g I 8/15/6 10/200 1, WN GL AZING ef ( 5 . 1. ;Wt.. Ali/ it, A ; t..11 / Pi if v F I X ED P.Q. Er/ 1529 N:0) a 34 2 74 ! F-6000 NTS 7 e 9 APFIZOvED M C.OM.P'.,Y)1", t1-111-IF_ SCA, V Cr.x1E jj -1N-11 R _ pgC FJP:::;ID!'( . 1) AccEDI.Lf.1•;.a \:::.Z C.1 I 0. Na r - 1 I TE ID, ••/ 4 ' Z: ( t _ !SA / 1_1 2 , , / rl , , C, :..i ; i '., '..r.: : i '..), /::: .3 ono 1.) , \ 1 213ot.!‘fe OcciQn ircids ht-s on i - - --': - i'l -'..-:'-- ' f..,)u. _....., e, I k' ' 1 '7'0 1 , cuif-. .-I. iv; ... 2.) Pc 1).-Tion 1 oc.,-_ bcsr:d on Cornporctivrf Ancivss and OlutfF Test r-ri-_-_ _ ire for :3(Trr: 0! .2/ 1 6 tapcons. 4 - ; A chor MaXIMUM sp07...tir;q: Ne.:7ctive Design Loods .25 • /4.u0L. - 26.500 d 'e://ci 1 ; 71.000 ; . 0n 48.000 ' • .26.r 7,5.5 00 ; 00 7.35 00 • 7 ,7 (1-3 735. 0 ; 6:0 000 T 7. i 72 95 H 17 S s 5 125.00 n.-1 :J0 1 .5.00 (*) r) / 20 : . 55.30 j 39.000 135. . 735. no 7‘71.c)0 1.755_00 775_ .on (.59. 60 • 50 000 755.00 115. On 1. 00 r)0 55. 80 Wul do iir 119hts 1 000 ._ ... ; . 00 . 0 5 ; .000 60. (700 !I_ :Da ds W i a ci (2w Vv d h ,-; 1t 00 --. 100.00 ! 100_00 , 1 100.00 - 70:100 100.00 100.0n 700.00 1 97 1 . 0077(i.:(3ic( 1 53. 00 09, 1 1 720.000 100,00 706.0U I 100.00 ,' " ) :--; I : 71.000 24. 000 ; 2 .7/000 45. 000 160.000 10D. 00 i 00.05 100.00 100.00 90.60 ( 5)..,c, i 69. 60 1 i 100.00 70 O. 0 :) 10C.00 j 700.00 11 00 100.00 700.00 P 0. 60 1 58.00 1 53. OC 1 5.3 19.725 RETFRENCE: TEST I-11-2878, :2879, 9890 ROber1 1fZk. FE. V Structural INDUSTRIES 7C77 51' r,,-7 vF :ews, rt. 342721 T AT - •7C tiyin":lt• - 1 2 I f .K r:rCr..r. Ily i i 1 0 / /91 - . 1 J.J. 0.esc1;0: C O M F A 'VT A NALYSIS, Tif NOt'J IMPA C T Al WO IN,' Li A/ Fi X Fr) 14/j t\i r., Ser'cr./ 5:cics Sn1 P 00 ; 529 .1-1274 1 60(?0 0! I AFI:f:CNAS3 S C;DMPLYNIT, 'MTh roc sou °PICA C OOE 9ni7 p 1 -.- = . :;*:::!API.I.V.:C..C • // •_.%7 6 (: Pi I 1 L. 2? 1.) Alec7ci:ve De';'; LnOcic 5Q.5J nr. :Comparative Anolysis rd Glass Toble A.cTitif 2 ) Pocitivr De(gn Loods bo.sed en Comperotive Anclysis cnd Wcier Prssiirc. A „_ • . V Urn L 4. ) Anchor maxim Li m NegoUve Design Loads ;1/ i n ci ow 1 Heights i 19.7 26.000 . 1 20.00 7: r1G0 — : 1 7 .5 . 7 iVe De '-7C.Jr; 1_ 00 dS r.v; w Heigh 25.000 37.000 A NNEAi . ED CLASS c Ci r? 19.1 100.00 700.00 24.000 "=,. 7 0 24.000 95_70 85.70 EPENCE: TEST FTL-2748, 2756, 2 /56 for 0 sr. or 3/ 6 26.500 87.00 7 40 - Window Widths 37.000 j 4.8.000 53. 125 f 60.000 74.000 78.0 I 59.20 I 53.50 1 48.40 42.20 40.00 1 4.0.00 1 40 00 1 .37.00 . 0 o Window W drhs 26.500 1 37.000 48.000 81.00 1 78.50 77.40 1 40.00 40.00 727 Robert L Q1 PE SILTra 53.00 40.00 60.000 48.40 37.00 DUSTR1ES 74.000 4 2.20 28.90 77tir: 1 Vri; fiy: DC., 10.0 I r. criplior: CO /V PA RA 77VE .cirrysd FIL111 1 5/0 ■ REORA:1 A L UM/NUM F/XED WINDOW I 9 9 o.-;r.? C FL 3427.-; NO?:(1S, 3427A F— 6000 1 sccir: F SOX 152? 107 0 TrCHNOLOGY DRA:r APPROV7 AS CMP yf,. 'AY1-1 ThE sou "Q-i Fir f: L ' C P 1 3 c ft.v ,•-• • PF.E•c.;1 BULDNG (CUE CGS OfFICE A.1:CPTtC 6A 4pAr ANA! TS'S, N f" — 1 Pew: 1 L.: 1 MIAMI- MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries CONTRACTOR LICENSING SECTION 1070 Technology Drive (305) 375 -2527 FAX (305) 375 -2558 Nokomis FL 34274 CONTRACTOR ENFORCE\1ENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -0339 Series 6000 Aluminum Fixed A'i►ulo w l� I l ( A tidal c a under Chapter 8 oldie 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 perfonn 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 Budding Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1110.04 Expires:12 /02/2002 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 Raul Rod - inucz 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 becn 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. Approved:01 /07/2000 LT. 'rancisco Quintana, R.A. Director 1 of 3 Miami - Dadc County Building Code Compliance Office Internet mail address: postmaster@buildingeodeonline.com Humepage: http :J /www.buildingcudeonline.com Proeressive Glass Tcchnolo2y Industries ACCEPTANCE No.: 99-1110.04 JAN 07 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings. APPROVED EXPIRES : Dee. 2, 2002 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0409.04, that was issued on December 2, 1998. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 Series "6000" Aluminum Fixed Window, and its components shall be constructed in strict compliance with the following documents: Drawing No 548, titled " F -600 Picture Window," Sheets 1 through 4 of 4, dated 10/15/99, signed and sealed by Robert L Clark, P.E. They bear 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. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will require a hurricane protective system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturers 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. r M el P P.E. Product cr trol Examiner Pro Division 2 of 3 Progressive Glass Technology• Industries ACCEPTANCE No.: 99- 1110.04 APPROVED JAN U 7 2000 EXPIRES : Dcc. 2, 2002 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shalt be considered after a renewal application has been Glad and the original submitted documentation, including test supporting data, engineering documents, arc 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 Approved ", 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, usc, 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 fcc) 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 otter purpose. 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. I f 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. Manuel 'crcz, P. E., Product Co Examiner Product ntrol Division END OF THIS ACCEPTANCE 3 of3 M I A M I•DAOE PRODUCT CONTROL NOTICE. OF ACCEPTANCE PCT industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00 -09 2.05 EXPIRES: 06/28 /2006 APPROVED: 06/28/2001 \ 1s04500011pc20001 \templates1notice acceptance cover page.dot Internet mail address: postmasler@buildingcodeontinc .con) MiAMI -DADE COUNTY, FLORIDA METRO -DAD(? FLAGLER BUILDING FIl11 LnINC conc. CO3il't,1At'CP. OFFICE Ml T1tO -DADE r1.AU1.1:R BUILDING 140 \'tis'I' E'I.AGl, lilt STRI•.I (. SUM'. 1603 MIAMI. FL0R11),\ 33139-1563 (305) 375 -2901 FAN (305) 375 -2903 coNTRAC1'OIt l I('I:NsIN(: sEcrtos (305) 373 -2527 FAN (305) 375.2358 ('(INTIIM7111It 1:NIFORC'I• :NlLN l DIVISION 1405) 375.29,6 FAN (305) 375.2908 I'ItOntl( ('ONTR(II. IiIVISION; (305) 375.2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: 1"i Std. Wall - Aluminum Tube Clipped Mullions under Chapter 8 of the Codc 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 Codc Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by I3CCO that this product or material fails to meet the requirements of the South Florida Building Code. d Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIETT SEE ADDITIONAL PACES F012 SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTF.F. This application for Product Approval has been reviewed by the BCCO and approved by the Building Codc and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. Francisco 1. Quintana, R.A. Director Miami -Dade County i3uilding Codc Compliance Office 1lomepage: IIttp : / /www.buildingcoticuntinc.com PCT Industries f Manu _Produ 2 ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped million system, as described in Section 2 of this Notice of Acceptance, designed to comply with thc South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for thc 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 1 "x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L Clark, 1'.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dadc County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Prcssurc Rating vs. Mullion Length and Opening Width, for either lx2x.I25 (2 anchors) mullion or 1 x4x.125 (4 anchors) mullion, sec corresponding table in approved drawings. 3.3 Window sizcs and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bcar a permanent label with thc 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, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed litc attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for thc proposed installation. 6.1.4 Any other documents required by the Building Official or the South 1:Iorid• Building Code (SFBC) in order to properly evaluate the instatla n of t is system 1, , � Perez, P.E. Product C t a itrol Division 00- 0912.05 JUN 2 8 2001 JUN . 2 8 2006 Examiner PGT Industries 3 ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES NOTICE 01? ACCEPTANCE: STANDARD CONDITIONS JUN 2 8 2001 JUN 282006 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documentation, including lest 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 -Dadc County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considcrcd if: a. There has been a change in the South Florida Building Code affecting thc 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 thc one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including thc correct installation of the product. d. The engineer who originally prepared, signed and scaled 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 proccss shall automatically be cause for termination of this Acccptancc, unless prior written approval has been requested (through the filing ofa revision application with appropriate fcc) and.granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or proccss. b. Misuse of this Acceptance as an endorsement of any product, for salts, advertising or any othcr purposes. 6. The Noticc of Acccptancc 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 Noticc of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the uscr by thc manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal thc copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. ENI) OF THIS ACCEPTANCC Manu Per z, P.E., Product Co KM •xamincr Produ ontrol Division 'e MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive - Nokomis FL 34274 The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-0324.01 Expires:06 /27/2002 Approved: 07/01/1999 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: (305) 375 -2902 FAX (305) 372 -6339 Series HS201 Aluminum Horizontal Rolling Window 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 1 of 3 Miami -Dade County Building Code Compliance Office PGT Industries. ACCEPTANCE No.: 99- 0324.01 APPROVED : J U I 0 1 1999 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS • • Jun 27, 2002 1. SCOPE 13 This renews the Notice of Acceptance No. 95- 1205.05, which was issued on June 27, 1996. It approves an aluminum horizontal rolling window, 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 Series ITS 201 Aluminum Horizontal Rolling Window (3/16" Monolithic Glazing) and its components shall be constructed in strict compliance with the following documents: Drawing No. 260, Sheets 1 through 4 of 4, titled "HS- 201 ", prepared by the manufacturer, dated 3/17/99, and revised on 6/7/99, signed and sealed by Robert L. Clark, 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 horizontal rolling window and its components shall be installed with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit protection system. 2 of 3 strict compliance urricane 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 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 C. • Examiner Produ. trol Division PGT Industries. ACCEPTANCE No.: 99- 0324.01 APPROVED JUL 0 1 1999 EXPIRES Jun 27., 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed 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 pennanently 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 through 3. END OF THIS ACCEPTANCE 3 of 3 Manuel Pe Product Co E., Product Control of Division 'ner TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT) 0.36 CFM/FT FTL -1313 UNIFORM STATIC PRESSURE AT DESIGN LOAD ASTM E330 PA 202 -94 POSITIVE 30 Sec. (3/16" anneal.) +41.1 PSF FTL -1313 +41.1 PSF FTL -1313 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. (3/16" anneal.) -43.8 PSF FTL -1313 -43.8 PSF FTL -1313 WATER RESISTANCE (PSF) SFBC PA 202 -94 +8.30 PSF FTL -1313 +55.3 PSF FTL -1313 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE 30 Sec. (3/16" anneal.) +61.6 PSF FTL -1313 +41.0 PSF FTL -1313 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. (3/16" anneal.) -65.6 PSF FTL -1313 -43.7 PSF FTL -1313 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 Satisfactory FTL -1313 Design Pressure Rating (Positive) +41.0 PSF Design Pressure Rating (Negative) -43.7 PSF For Design Pressure Rating vs. Window Size, see Tables in Section 9 "Comparative Analysis" PGT Industries. ACCEPTANCE No.: 99- 0324.01 APPROVED JUL 0 1 1999 EXPIRES Jun 27, 2002 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing Drawing No. 260, Sheets 1 through 4 of 4, titled "HS-201", prepared by the manufacturer, dated 3/17/99 and revised on 6/7/99, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per ASTM E 330 -90 and PA 202 -94 3) Water Resistance Test, per ASTM E331 /E547and PA 202 -94 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 along with installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc. Test Report #FTL -1313 dated October 27, 1995, signed and sealed by Guilbert Diamond, P.E. C. CALCULATIONS 1. Comparative Analysis for PGT Horizontal Sliding Window w/ 3/16" glass, dated May 31. 1996, signed and sealed by Ivan R. Dory, P.E. Anchor calculations, dated May 31. 1996, signed and sealed by Ivan R. Dory, P.E. 2. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter from PGT Industries, dated March 18, 1999, stating that the product has not changed since it was last approved, signed by Robert L. Clark, P.E.- Manager of Engineering. F. OTHER 1. This NOA renews NOA No. 95- 1205.05, issued on June 27, 1996, and expiring on 06/27/99. 2. The following results were obtained in the original submittal: E -1 Man el 'erez, P.E., Prot uci Con Produc trol Division xaminer 11 -,0 -01 12:352m .\ m I A M I•DADE From -PGT I N'DUSTR I ES PRODUCT CONTROL NOTICE OF' ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0329.03 EXPIRES: 04/16/2006 APPROVED: 11/01/2001 9414801900 T -039 P.01/15 F -899 MF'I IAMI -DADE COUNTY. FLORIDA METRO -DARE FLAGLER BUILDING BUILDINC CODE COMPLIANCE OFFICE MIflRO -DADE FLAGLER 19.311.DING 140 wEsT FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 - 2908 CONTRACTOR LICENSINC SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DI VISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of Series C -700 Outswing Aluminum Casement Window - Non - Impact & Impact Resistant under Chapter S of the Code of Miami -Dade County govemin 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 21 7 2-- Raul Koarlgucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTED] 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Mia ni -Dade County Building Code Compliance Office \\ zO4S000l \pc2000\ \templatestnotice acceptance cover page.dot rnipr -nrf mail , $(Irec4: postmaster (aP,huiltlin;codeonline.com + =�' Homepage: http : / /www.buildingcodeonline.com 12/11/131 17:56:03 11 -20 -01 12:35am From -PGT INDUSTRIES PGT Industries 941.480.1900- FB2 - >305 513 3399 Manu 1 Perez, P.E. Product Prodti tZntrol Division Page 003 9414801900 T -039 P.02/15 F -899 ACCEPTANCE No.: 01- 0329.03 APPROVED NOV 0 2001 EXPIRES April 16, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance 97- 0212.01 which was issued on April 16, 1998. Ii approves an aluminum casement window, 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 Series C -700 Outswing Aluminum Casement Window — Non - Impact & Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. 330, Sheets 1 through 12 of 12, titled "Aluminum Casement Windows," prepared by manufacturer, dated 2112/97, with revision E dated 9/7/01, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of' X, XX and XOX configurations only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables 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. Sec Sheets 1 and 2 of the approved drawings. 5. LABELING 5.1 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. 1 "Ex:rnincr 12/11/61 17:56;57 941.488.1980- FB2- >385 513 3399 • t 11 -20 -01 12:36am From -PGT INDUSTRIES PG1' Industries Page 004 9414801900 T -039 P.03115 F -899 ACCEPTANCE No.: 01- 0329.03 APPROVEI.) NOV 0 1 2001 EXPIRES April 16, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDI'T'IONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (b) years. 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 Nvi all the requirements of this acceptance, including the correct installation dale 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 Acccptancc, unless prior written approval has been requested (through the filing of a revision application with appropriate fec) 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 Acccptancc 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 Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this lust page 3. ENI) OF TIIIS ACCEPTANCE Is.1anu,l Perez, P.E., Product Conic ' v::iminer Prods c.t -trol Division Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed:3 /12/2002 Page 1 of 1 Applicant: ......) Owner: �-- Contractor ALL STATE WINDOWS DOORS & SAJd Th S5205 NW 72 ND AVE v Local Phone: 305 - 513 -3388 Cellular: --_____, 3 Parcel # 1132060141930 Job Address: 702 NE 95 ST Fees: Description Amount FEE2002 -1468 Building Permit Application Fe$60.00 FEE2002 -1469 CCF $1.20 Total Fees: $61.20 Permit Status: Approved Permit Expiration: 9/8/2002 p \____ Work: INSTALL 6 WINDOWS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Building Permit Permit Number: BP2002 -511 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 12 & 13 BLK 67 LOT SIZE 123.230 X Construction Value: $1,900.00 Total Fees: $61.20 Total Receipts: $0.00 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3 ° Job Address - 10 ) L Q 5 S1 Tax Folio Legal Description \\ 4)u( Owner/Lessee / Tenant �T® VA Owner's Address 70 d o c ct 5 Contracting Co. i `\ % \ 1 N u, S Qualifier M (al (7 ae\ State # 00 3 N Municipal # Architect/Engineer OWNERS AFFIDA Condo Si Historically Designated: Yes RADON esident Notary a to Owner and/or Condo President My Co scion Fkirq ona smith -Deleo '9 My Commission 00072899 ' Ecpires Novem ber15,2005 FEES: PERMIT t° 4/0 Date 3 —Le -Dd— U■, C.C.F. Address No Master Permit # ' OZao °1'' S 1( Phone 7 5Lm 100 Address 5 3.0 5 Li) - 14 A tJ ss# Phone 305' 51.3 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. �. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ction and zo '� Ate, + - ore, I auth the above -named contractor to do the work stated. of owner an1,5 NOTARY Contractor or No as to Contractor or Owner- Builder My Co ssion Expires . Mons Smith'Deleon 1 My Commiss +on 00072899 >or fi November 15, 200 Electrical BOND 3 • Date Date APPROVED: Zoning Building Mechanical Plumbing Structural Engineer 7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2 Building Inspection Request Date s' ' Time Type Insp' n Permit No. Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee Name -pate MIAMI SHORES VILLAGE ■ BUILDING DEPARTMENT 305 - 795 -2204 Building Ins •ectio s ue,st Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Correction 5 1 ,/N Re- Insp'n Fee ❑ (Ip J VL F C 5' IV a l(-d__ `h a/E at../ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as in commenced prior to the issuance of a permit and that all work will be perform construction in this jurisdiction. I understand that a separate permit must be secured ; WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITII am OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate a applicable laws regulating construction and zoning. - */sios Altry(0. ...... "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 oc rs 7) days after the building permit is issued. In the absen e of such posted notice, the inspection wil be approved a d . j c tio` ee be charged. NOTARY Chc 12/15/03 UBLIC: ,P.ntslic State of Florida mission DD396603 APPLICATION APPROVED BY: • Sign: / ill .ffia Print: FRY My Commission Expires: Signature Contractor Owner or Agent The foregoing ins ment was acknowledged before me this ( The fore o was acknowledged before me this day ofL U 1 0 • I.,. / li4 f I V'O r O\ ,20 Y mil'i )0 1 ( 10t who ispersonally known to me or who has produced who is personally known to me or who has p oduced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL C: Sign: Print: My Co ' p ` (Certificate of Competency Holder) State Certificate or Registration No� U 5S Do? 8 4- Certificate of Competency No. ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ► t25 Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name City $ Value of Work For this Permit Type of Work: Describe Work: Miami Shores Village Submittal Fee $ .00 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33133 Tel: (305) 795.2204 Fax: (305) 756.8972 j7c 4 (C it/ edi< ix/ Total Fee Now Due $ Addition Alteration ❑New ¥ r� 3r " � d o ShL Notary $ Training/Education Fee $ Scanning $ ai Radon $ r' Zoning Code Enforcement $ � Structural Plan Review. $ Permit No. 6P5 �4 Master Permit No. Permit Type (circle): uildin Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) U gas c to V.r 2e lone # ,,i( 11-- Owner's Address //� I� � 7 _ ` T C c 11C () State 0 I( Zip 3 3 Phone # Job Address (where the work is being done) 1 v NE °1 ) County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Nam Contractor's Address Q S l , S City State ti it) ¥ (d G Zip 0 1 0 Qualifie e ' J i 0 t• II'�j Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Zip -- 3i-3?? ❑l Repair/Replace * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** L� 5 Roofing A q ❑ Demolition Permit Fee $ 3C6 '� CCF $ g) CO /CC // ° Technology Fee $ 7, 5 Bond $ Building Official Dear Mr. Building Official We are Dade County Notice of Acceptance holder for the HPMA/ Performance System 1" Aluminum Accordion Shutter under Product Approval number 02- 1105.02 This letter authorize use our HPMA/ Performance ystem 1" Aluminum Accordion Shutter under number 02-1105.02 to be �ased I�v�jgb: ,y Sergio alle a President. Sincer Calleja's Accordion Shutters,Inc. 295 West 27th Street Hialeah, Fl 33010 Tel: (305) 884 -3939 Fax:(305) 884 -3738 ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company e • s ' � the Da de County Notice of Acceptance. Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C ' For the 146 - mph Wind Zone mph Wind Zone For the Height ( um) Effective Wind Area (cr, Tributary Area) in Square Feet 10 Height (Maximum) 20 1 30 1 40 1 50 I 60 1.00 Effects.; V:'.-.: ;,: as (c-, 0.95 I 0.92 I 0.89 1 0.88 1 0.86 10 C f4 7 ..> 52.3 I 50.8 I 49.8 I 49.0 1 48.4 % 20 1 58.0 50 55.3 1 53.8 1 52.7 1 51.9 1 51.2 25 1 60.5 I 1 57.8 1 56.2 1 55.1 1 54.2 I 53.5 30 1 63.1 -1.15 60.3 1 58.6 1 57.4 1 56.5 I 55.8 40 I 67.0 I 1 64.0 ( 62.2 I 60.9 ( 60.0 I 59.2 50 1 70.2 . ^ . 4 .4 1 67.0 1 65.2 I 63.9 1 62.8 1 62.0 60 1 728 1 I 69.5 1 67.6 1 66.2 I 65.2 1 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the •146 mph Wind Zone For the 146 mph Wind Zone Height (Maximum) Height (Maximum) Effective Wir..d Area (cr, Trculzrr Area) in Square Feet Effects.; V:'.-.: ;,: as (c-, a ' Arms) in Square Feet 1 10 •1 20 1 .30 l 40 ..I • 50 1 60 60 1 1.10 I -1.05 1 -1.02 1 -0.99 1 -1.15 -0.98 I -0.`e 15 ~ I .6 ` , l -56.9 I -5:.5 I . ^ . 4 .4 I .:.^ -53.6 I -53.0 1 t... 20 1 -62.9 1 -60.3 _ . -58.7 i -57.6 25 1 566.8 I -56.1 -72.4 25 -70.1 -65.7 j -62.9 1 -61.3 I -60.2 -84.5 1 -78.8 -59.3 I 56.6 1 30 ! -66.5 1 -65.6 1 -63.9 -c:�.7 -62.8 i -6. ^ -61.9 I -61.1 I 40 -74.1 -72.5 1 -69.6 I -67.9 ! -66.6 i -81.3 -65.6 1 -64'.8 1 50 i -76.1 I -73.0 i -71.1 I -69.8 l X2.2 -68.8 I -66.0 1 60 I -78.9 I -75.7 ! -73.7 1 -72.4 ! -71.3 I -70.5 1 Exposure C For the 146 mph Wind Zone Height (Maximum) Effects.; V:'.-.: ;,: as (c-, a ' Arms) in Square Feet 1 10 1 20 . 1 30 I 40 i 50 l 60 1 -1.40 I -1.29 1 -1.23 1 -1.19 1 -1.15 1 -1.13 15 -7 =.31 + -cc.= -c5.5 -.C.' .' .:.^ 7 / ( 20 1 77.6 I -72.4 1 -6a3 I -67.2 1 -65.5 1 -64.1 25 1 -81.0 I -75.6 1 -72.4 1 -70.1 1 -68.4 1 -66.9 30 1 -84.5 1 -78.8 I -75.5 1 -73.1 I -71.3 1 -69.6 w, i -c:�.7 -83.6 -6. ^ 1 -77.6 1 -75.7 I -74.1 50 1 -94.0 1 -87.7 1 -44.0 1 -81.3 1 -79.3 1 ; r7 -7 . 60 i -97.4 ! -90.9 i -.37.0 i -64.3 I X2.2 10'' 0.5 . RAMMS ENGINEERING, INC. Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2.031 Robert S. Monsour, P.E. Fl # 11955 / 0006024 7 - 98 WIND CODE DESIGN WIND LOADS (LBS /SQFT) Ex:eMr Z.ries - - Wails; a `%e =• _ =_ - " =_ FOR C 146 JMPH ZONE Length cf End Zone (a): 1C% cf least hcrizcr3al dimension or .4 h, whichever is smaller . but nct Tess than 4% af'least hcrizcrttal dimension cr 3 ft. (h = mear r^rf ho ic+t in feet?.' D 0a2/4s C7D/e 7G.4 y S/1o/c-� r OPENINGS WIDTH HEIGHT 1 IS 52- 2 'a L1O 3 ISO 64 4 gyp, 2-S 5 , 3 39 6 82. 7 31- 51 8 40 80 9 11Z Cry 10 eq 11 - 3'S 5Z 12 3? 3 13 39 52. 14 3 57 15 44 SZ 16 38 52. 17 3°1 q0 18 A S2 19 9-S 52 20 `7_c 52 21 22 23 24 25 M. ROOF HEIGHT: ,I /j$$ /y/ SQUARE FEET: Ce, 0 5 - PRODUCTO: / l CC.Or are° DIRECION:O Z N. E dl S S`r I l Ar- . s horeS, Fr BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Calleja's Accordion Shutters, Inc. 295 West 27 Street Hialeah, Florida 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet . ' ... ' . , . uilding code. This produc 's approved as described herein, and has been designed to comp the High Velocity Hurricane Zone of the lorida Building Code. DESCRIPT N: " HPMA / Performance System 1 " Aluminum Accordion Shutter APPROVAL DO ' - I► ENT: Drawing No. 02 -487, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by 1 - . dated October 21, 2002, last revision #1 dated October 21, 2002 bearing the Miami -Dade County Product Control Revision s a otice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 # 01 0328.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. 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 NOA No 02- 1105.02 E pi ation Date: 04/23/2006 Approval Date: 12/04/2002 Page 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -398 Printed: 4/5/2005 Applicant: Owner: JOB ADDRESS: 702 NE 95 ST Contractor CALLEJA'S SHUTTERS, INC. Local Phone: 305 - 884 - 3939 Parcel # 1132060141930 Building Permit Contractor's Address: 295 WEST 27 ST. Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 12 & 13 BLK 67 LOT SIZE 123.230 X Fees: Description Amount FEE2005 -4343 Building Fee $300.00 FEE2005 -4344 CCF $4.80 FEE2005 -4345 Training and Education Fee $1.60 FEE2005 -4346 Technology Fee $7.50 FEE2005 -4347 Scanning Fee $21.00 FEE2005 -4348 Submittal Fee ($50.00) Total Fees: $284.90 Total Fees: $284.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/17/2005 Construction Value: $7,500.00 Work: ACCORDIAN SHUTTERS 20 b,lV s . A 63 Signed: (INSPECTOR) 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 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 04/08/2005 11:22 3058843738 CALLEJAS SHUTTERS NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE Al TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO., 7 i J (j D 14- 1ci3D STATE_ OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. • escription of improvement: 1 nd add i ji iIuif1 a . 1 I krai wasipm, 1. Leg 1 descri io of pro 3. Owner(s) name Interest in property: Name and address of fee simple titleholder: •A D20 Seat. CJ voraramremma airtmumaimuniraimmom 5. Surety: (Payment bond required by owner from c.ofi fnirp" a COUNTY ec o py at this • or th is t • ;copy of Mc w11 4. Contractor's uarne and address: rty and - ee address* '„ Name and address: Amount of bond $ WITiIE 6. Lender's name and address: HARVE=Y 7. Persons within the state of Florida designated by Owner upon wh provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the foliowing person(s) to recelVe a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of thi d _ t date is sp Signature Print Owner's Name A Notary Public Print Notary's N My commission expires:. 123.01 42 PAGE glO2 Noti e of Commencement: (the expiration date is 1 year from the date of recording unless a � / ` .;, r- f O er Sworn to and subscribed before me this l 1 day Df a m notices or fl ,2O cs CFN 200!5R0258494 OR 8k 23172 Ps 1993; (1as RECORDED 03/16/2005 12 :241100 HARVEY RUVIN► CLERK ©F COURT MIAMI —DADE COUNTY? FLORIDA LAST F'AGE ther documents may be served as Prepared by Addroeo: Nolary Public Slate of Florida �r M C omm n IssiD OD39$603 PAGE 02 11111111111 1I1l1I 1111 I1111 IIIII lllll 11111111 44)4e 7 .5%7‘--" 71x4 y fltyi�axOlJi MIAMI SHORES VILLAGE BUILDING DEPAlei'MENT 305- 795 -2204 Building Inspection Request Date 38 Type Insp' n dl 1 Permit No. ,� \.\ Name p, v ✓td Address fuE Correction Company l ✓I Co Phone # g3)5 t CDD Inspect t LQ_ 13° LQ 2J p 1675 Re- Insp'n Fee ❑ S " Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 R'°;; i BUILDING il'�,"1``tti'o, 06 �� ermi PERMIT APPLICATION Mauer Pt 4_ FBC 2001 Permit Type (circle): \Buildit Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder ki * / - a0, 4 - f% /cJ & of Phone # Owner's Address 7 / C 95 S City 7/ r S grAC S State / Tenant/Lessee Name Job Address (where the work is being done) �o� N'c ° Q City Miami Shores Village Is Building Historically Designated YES // /,vl r/Qrica+s � 2 0.6 /' -� Contractor's Company Name 41 UiivOodJf b c0).2./ Phone # Contractor's Address /3 WW f /3/ S-77 City / t State (L Zip -g /7 C Qualifier /4 /c G✓/ (A. ci ' State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) ///74- $ Value of Work For this Permit -66 42(-t Type of Work: ['Addition ❑Alteration ['New ( Repair/Repl. ce ❑ Demolition Describe Work: gc 0„' OLb 6 ✓wOch•-(f 4,15 /Ic�64 -c ( /.v/ , "- / LUNG' & -? J • %4V 2 iLc 'T Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village County Miami -Dade NO 7< Zip ..?,2/3 Phone # Square Footage Of Work: F0/t- cs /°/N i 72.7 * * * * * * * * * * * ** *F * * * * * * * * * * * * * * * * * ** Submittal Fee $ it Fee $ Notary $ Training/Education Fee Technology Fee Scanning $ ' Radon $ -. Ong Bon Structural Plan Review. $ MAR 3 0 PAID CCF $ Phone # o J 7f /o ' 6 Zip 23 /3 i Bonding Company's Name (if applicable) Bonding Company's Address + City State Zip Signature NOTAR Sign: Print: f.Z 41 /V M/ Z- My Commission Expires: �10 /O7 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. Owner or Agent The foregoing instrument was acknowledged before me this f day of ,20 ,by day of , 206J,by /2'hr� 5 ,,Z As identification and who did who is personally known to me or who has produced who is personally known to me or who has produced ChZ a1��Ip* as identification and who did take an ppath. \`' 1.1A NU 1114/4..., �� \11111111111 /t /tt/ Q x• ::......F TARP PUB C \ 0,14A NU, " APPLICATION APPROVED BY: chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this 3 • � tip F � V° o • 1- Si .• �,NJSSIOH . • � ° 0 2na�� Sign: .• 0 tn, � / 4 2,2 . i i Iii / * = Print: U - my Commission %/t4 Bonded • unn 221731 MAR 21 ES Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: / '7 e crfre2 r / / . 3 3/ 33 2. Description of improvement: f cr(rt L Cdr C,G , C r - A 3. Owner(s) name and address: A u.9 ct- Ara rc./- ST z' ,zx y AD :2 N -C j ,4 (te/f j 1 f1. - 2,9/3g Interest in property: /Z<TiDOt Name and address of fee simple titleholder: 4. Contractor's name and 5. Surety: (Payment bond Name and address: Amount of bond $ /3ih(c) (f• 123.01 -52 PAGE 4 8/02 da e is specified) Signature of Owner XPrint Owner's Name n ' address: X,Ncc) 1 JWWj.Aif Y' Jest/ . required by owner from contractor, if any) 6. Lender's name and address: 7 // 71, ' I / STATE OF FLORIDA, COUNT OF DADE I HERESY CERTIFY that this is a tnie P of the he �,ef ' oririn; filed in office on 0 - - d WITNESS my hand and Official Seal. HARVE / RU N, CLE K t Circu't an " 111111 11111 11111 1111111111 11111 11111 1111 1111 CFN 2n12 5 RA0239573 OR Bk 2315E Ps 4007; (1p9) RECORDED 03/10/2005 15:40:59 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST RAGE my C ourts • 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: /1/ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: / 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 1 ?AfY / cm. � e r r y Prepared by Sworn to and subscribed before me this a d ay of roa rt- , 20 N ,\\0011H111/0/40, 1(0.1 1 Y. U /Ye Address: /30 S. a /3/ J Notary Public . M\SSU) •. Print Notary's Name `laa /» iuhez J� 2 � - v ,i; My commission expires /D -/0 - .9•06- : ''• t -a: CD 221731 .' % o •/6 /laved to,licS tip L $ <n4 L / ' 33/ 0 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/29/2005 Applicant: Owner: JOB ADDRESS: 702 NE 95 Contractor KINCO, LTD. Local Phone: 305 - 235 -1801 Parcel # 1132060141930 Building Permit Permit Number: BP2005 -368 ST Contractor's Address: 13440 S. W. 131 ST. Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 12 & 13 BLK 67 LOT SIZE 123.230 X Fees: Description Amount FEE2005 -3929 Building Fee $190.00 FEE2005 -3930 CCF $2.40 FEE2005 -3931 Training and Education Fee $0.80 FEE2005 -3932 Technology Fee $4.75 FEE2005 -3933 Scanning Fee $15.00 FEE2005 -3934 Submittal Fee ($50.00) Total Fees: $162.95 Total Fees: $162.95 Total Receipts: $0.00 MA R 3 0 PAID 415c Permit Status: APPROVED Permit Expiration: 9/11/2005 Construction Value: $3,488.00 Work: REPLACE OLD WINDOWS WITH NEW PGT ROLLING WINDOWS WITH NON IMPACT RESISTANT GLASS Signed: (INSPECTOR) 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 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: C/ 'OE o -1' vet rr Avg r ^ v Lc/ he ro''oOO S - 4/04/ S£XCr s e f&r "6f 0 c --- ,cvN KINCO WINDOWS Ltd Job: 70a Af e 9 s7 Date: Yh ran / SPO2c;J' FL4 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH- 4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Aluminum Single Hung Window (TG -A) ", sheets 1 through 8 of 8, prepared, signed and scaled by Robert L.Clark, P.E., dated 8/31/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01 -0516.10 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0702.02 Expiration Date: September 30, 2006 Approval Date: July 15, 2002 Page 1 11A661 4.16 TEMP L1160 /TL. 2959 W11660. .810111 Wtndow/WON 36.200 (4) 31375 (4) 50.625 (41 43.000 (3) 71.000 161 n.6 pee n.9 006 n60 104 nes 1206 ,205 1 16.135 (2) .135.00 66.67 • 35.00 56.47 .131.40 66.47 44.45 50.47 .73.01 54.67 24.000 (2) .135.00 66.67 • 35.00 66.47 .124.29 54.67 44.54 56.47 .63.4 55.57 26.500 (2) - 13100 56.67 • 30.00 56.47 .123.95 55.67 42.11 56.67 .60.55 56.67 32.000 (3) -136.00 64.67 • 3100 56.47 .123.95 55.67 40.4 56.67 .4.41 56.41 37.000 (3) 435.00 5167 • 35.00 56.57 56.67 . 155.74 -103.4 56.67 54.47 40.4 40.4 54.67 56.47 .55.4 45.00 .55.00 55.4 55.00 55.00 40.000 (3) .3000 56.67 ..325 44.000 (3) - 13100 64.67 10103 66.67 49.51 56.67 40.04 54.67 44.000 (3) •132.20 54.47 96.76 56.67 -79.72 56.67 .70.11 5167 35.00 55.00 63.125 (4) 117.70 54.67 35.39 56.67 49.62 56.67 40.56 5467 .55.00 55.00 COMPA*ATIVE ANAL7616 60111 ILA541 3110 ANNEALSO IN.- 3640 07116e06 wletn window Net001 26.000 (4) 36.375 (4) 50.625 (4) 63.000 (5) 76.000 (6) nee P0. n1M 905 nee P45 105 904 ne9 Pa 16.125 (2) .120.00 56.67 120.00 56.67 .120.00 66.47 44.65 66.67 .73.01 56.67 24000 (2) .120.00 56.67 120.00 56.67 - 120.00 56.47 .64.55 65.47 .63.64 56.47 16.500 (2) - 120.00 56.67 120.00 56.67 .120.00 5467 .62.11 55.47 40.55 55.4 32.000 (3) -120.00 54.67 120.00 56.67 .101.70 56.67 40.4 56.67 .54.41 61.26 37.000 (3) .120.00 56.67 120.00 5467 46.40 66.67 .70.40 5167 .55.04 60.03 40.000 (3) .120.00 56.67 116.60 5167 40.60 56.47 45.50 56.67 .55.00 50.03 44.000 (3) .120.00 66.17 106.03 5157 .71.10 66.67 .56.20 56.47 .62.30 50.00 44.000 (3) 420.00 66.67 36.76 56.67 4460 66.67 .63.00 53.90 .4.00 411.00 53.126 (4) - 117.70 66.67 65.35 66.67 46.50 56.67 .47.50 47.90 43.10 43.10 5" • MAX. W cc 0 cc cc W O 1 0" Z x MAX. Q I MAX. HEIGHT 76.000" O CENTERLINE OF MEETING RAIL MAX. VENT DAYLIGHT OPENING 48.125" r 6►- 1 1 1 MAX. WIDTH 53.125" MAX. FIXED UTE AYLIGHT OPEN 49.125" NON - IMPACT WINDOW$ 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 8) FTL -2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 8 FOR SECTION DETAILS MAX. FIXED UTE HEIGHT FROM BOTTOM OF MEETING PAIL 37 5/8" MAX. FIXED LITE DAYLGHT OPENING 34.500" MAX. VENT DAYLIGHT OPENING 3/16" GLASS 34.500" G Robert L ark. RE PE 1139712 Structural INDUSTRIES COMPASAT1V0 ANALYSIS NOTE& 1.1 Ndn56r6 m r 1.0005111.... 0116 au 97168 of ...4 506 516 ., 23 44140.4 0e519n LA1da baud on 1 1m9g0II0 Lulea, end 01.45 Teb6 AVIV 61300. 3.) P5s111,0 0051671 Leal4 based on C 11p.r5the Analysis end Wade T0.1 hu55v0. 4.) Numb.rs we for 510 .vows a. 31 r 7.pean5. 1412 screws may be weed 105(6.d e1 610.) 6.) Anchor. 0.00` 186.6 }rvn each ear 0I and 100" men. 6.15(03.6.100 02044(094 (011. Mae. ember spaohl5 05 14 .t l.m0s and 10• at hued and 611. 3/16 GLAZING DETAIL Omen BY F.K. 1070 TECHNOLOGY ORNE P.O. BOX 1520 NOKOMIS. FL .34275 NOKOMIS, FL 34274 .375 MIN. J GLASS BITE SH -4000 1 Rand BY: t.: F.K. 18/31/1 Data: /18/01 560(5: NTS SAM: 1 6.18 PRODUCT REVISED 0 6ompiyta6 with the nond. BaadI.3 Cede Aeupt54m No 02.-0 02. ESpin�yt o 0.t/• • Dly` Dude NOd.6l Castro( APPROVED COMRYINO VON THE 7KK h FLORIDA Bt210N0 000E DATE 56 PTPN RC p, 2271 BT, I.4. 1.CUA PRODUCT CONTROL tow.; BUM1ONG CODt CcMItllwcE OFFICE ACCEPTANCE N0. -05 I b' 12 Rer(.(on.: REDRAWN Description: FLANGED W/ 3/16T OR 3/16A GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) - Drawing N0. 2736 R.61 A — MAX. FIXED LITE 1 MAX. HEIGHT 2.129" VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING L ' Robert L. Clark P. PE •39712 Structural MAX. DAYLIGHT OPE DING VENT r FIXED LITE I f MAX. DAYLIGHT OPE VING MAX. WIDTH HORIZONTAL SECTION NON — IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 8) FTC - 2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 NO Dm. By: F.K. 01te: P .0. BOX 1529 KOMIS. FL 34274 Revd W Gale: F. 8 /31/1 CCU: 4/18/01 Sertevododel: SH -4000 Scale: NTS SMet: 2 at 8 2.0 DO" PRODUCT REVISED as mr ply1gMe1 the Rerlde Beadles Cm= E�ra D Z e7�it� Mte Dade Preen= Conn) _ — Dlrrb. APPROVED AS COM PLYD+3 VtTH THE 901.1714 ROMA BUILDING 000E DATE 5e=P3e0eol BY 1 . t.1.tt.1. PRODUCTc R0.Dms10N WRONG CODE COMPLIANCE OFFICE ACCEPTANCE NO D 1— 0516'/0 Re.iaiaaa REDRAWN OeecrepROn SECTIONS FROM SHEET 1, 3/16 GLASS ALUMINUM SINGLE HUNG WINDOW (TG —A) Orv. ,g Na 2 736 Rev: A IJ COM►A68TIV6 AN6LY010IOR1 1 •61 216 ANNEALED ITV 2901 04)15451• 0004. Window Helot 24000 ( 04.375 (4) 50.626 14) 43.000 (5) 76.000 (1) Mg p05 • i Po. Nog Pe. 27 59 Poe 045 P•. 44.125 (2) .7100 5167 • 5.00 5167 46.00 54.117 44.79 54.47 43.11 43.51 24.000 (2) 45.00 54.07 • 5.00 0447 .74.40 5167 40.91 50.51 .31.11 15.15 26400 (2) 4400 14.117 • 500 6107 40.00 14.117 .41.27 4127 .3133 1133 32.000 (3) •7100 6167 • 7.60 34.47 •57.40 54.47 44.02 4402 .33.64 33.54 37.000 (3) 45.00 5167 • 4.50 3150 440.60 4160 •3.70 43.70 43.02 33.02 40.000 (3) .73.00 54.07 • 2.50 52.40 15.30 45.30 .40.20 40.20 43.50 33.00 44.000 (3) 4100 6167 • 7.60 47.50 .40.00 40.00 4170 3170 .32.00 3240 44000 (3) 45.00 54.67 • 5.10 4150 .3370 35.70 4370 13.70 .21.40 29.80 53.120 (4) .70.40 5147 • 320 43.20 40.90 30.90 41.70 2170 47.60 2733 £9MPARATIV2 ANAL7011 IOR1 1 LA 1101 D16 ANN ALSO Ill. 2163 041000'. MOM Window N ION 24.000 (4) 14.375 (4) 60.625 (4) 113.000 (6) 049 p45 5501 Res nag 004 001 pea 16.125 (2) 4100 56.57 • 630 6167 4100 56.67 40.40 66.67 24.000 (2) 4560 56.57 • 3.00 6167 .7500 5167 3150 56.67 26.400 (2) 4500 6167 • 500 66.67 40.00 6167 4150 6165 32.000 (3) .7330 66.67 • .7.60 66.67 37.40 5161 30.50 5160 37.000 (3) 46.00 56.67 • 4.50 66.60 .46.60 49.40 47.70 43.70 MC NOWT 70.000 402. HEIGHT 03.000' 1 5' MAX. .1 MAIL 44519 33135' ► -, IAL rum U5 W1UGrt OPE1010 49.125' 0 - CENTERLINE Or YEEIING MIL -' - I452. 10005 UTE DAYLIGHT OPENING 34.355' MAX. VENT M1UON7 0PEIANG 34.500' 04 N[ X2(1 Or 3 E 7 MM EN . VT DOLOR OPENING 41122 MAX. MOM 110 MN 37.0' M c 012[5 UTE MUM, OPENNO 37.000' 0 - -- CENTERLINE 01 MEETING MI. - -- NM. n% UtE 003130147 00313003130147 0 OPENNO 25.000' 402. VENT 0/1111017 0/1111017 1 000500 26.000 L Mc. VENT MYUGN7 OPp445 31375 J 4.9 UTE FROM A COTTON NO RA1 /e FTL -2961 NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) 17L -2961, I /8' DOUBLE STRENGTH ANNEALED. 53.125 x 76.000 6) F L -2963. 1/8' DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS [D UTE 65 501706 N O RAIL /5' FTL -2963 Roben L C16rk. P.E. PE 039712 Structural 1/8 GLAZING DETAIL INDUSTRIES COMPARAT1VI ANALYSIS NOTW 1.1 NwfbW.1n T l 5 452.5•..5. ea. 2.) Npa1M 0..1511...4. based on 2) P0.lth• 0..I0n Lard. bmd M Co 4.) Number. Yo Tar 410 susses 50 3111 6.) Anchors 6.00' mu. ham each can Mai anchor .pacing .160(55 Cho. By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. R 34275 NOKOMIS. FL 34274 Itlh of anti'.. oar oleo, mparsth.AIS1y.l. and Mara Taal. 46715 51300. tp4051he Mays). and 04.150 Toot M..o... • Tapcon.. (112 .e11rs may b• wee 1nahod of 1110S) n end S00• 47.70. In 111h1r .101 aT.5..Ong 5550. M 5500 20' at Mad and .111. Revad By: Dote: F.K. 8/3 Oats: 4/18/01 FLANGED W/ DSB GLASS MN: ALUMINUM SINGLE HUNG WINDOW (TG -A) S.A.s/MedN: SH -4000 Sce4: NTS Sheet 3.08 PRODUCT REVISED c with 164 Florida Bat0log Code Aaupta.c.7(oa2 4 7 1 02 Fspf.tloa 5.05 a'7I4:7Lo 87 Deft PtodM Control Olotrioo APPROVED•AS COMPLYING VATH THE DOWN FLDaaABtALDNC 000E OATP S _ S pi 1 6.. PR00(ICTCO OE DAIMON 13URDIMG CODE COMPUANCE OFF/CE ACCEPTANCE NO D l -0 T16 •le, Revisions: REDRAWN Drawing No. 2736 Rev. A • - MAX. FIXED LITE ---I 2.129" VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT • DAYLIGHT OPENING Robed L. Clark PE PE X39712 Structural MAX. DAYLIGHT OPEI IING MAX. DAYLIGHT OPE DING MAX. WIDTH HORIZONTAL SEC TION 2.0)0" NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2961, 1/8" DOUBLE STRENGTH ANNEALED, 53.125 x 76.000 B) FTL -2963, 1/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS INDUSTRIES &own ey F.K. 1070 TECHNOLOGY DRIVE P.O. 80X 1529 NOKOMIS, R 34275 NOKOMIS, FL 34274 PRODUCT REVISED 11 e.mp17MR with the Fw,td. U.1d1ag Cade Accept.nee No 02 -0 PSptnlb. D.te R�ikttl � Dade Plod.ct Coated OMYb R.v.O By F.K. Dale: 8/31/7 oat" 4/18/0 SECTIONS FROM SHEET 3, 1/8 GLASS Mir ALUMINUM SINGLE HUNG WINDOW (TG -A) SaAes /MeON: SH -4000 • itre Soof.: NTS z Sheet: 4 ar 8 APPROVED AS CAYPLYINO MTNTHE IICAMI FLORIDA FORMIC 000f DATE 1-. 11 , 2 col I BY SUe . CuA,n.l- PRODUCT 1 MOON BUILDING 000E tONPUANCE OFFICE ACCEPTANCE NO 01- 0514•fO • R.risions: REDRAWN Drooping No 2736 Row, A MORTMEZEIEMB 1 .404, 345 ANNOALeD 7 24 M0*55w 19110 M 4ew H•Ipft 26.000 (4) 24.000 (4) 14474 (4) 48.74 141 e, 5 5114 145 104 ne5 pa 14.125 (2) .75.00 5447 • 4.50 54.44 -34.70 34.70 24000 (2) 4400 5647 . 4.411 5444 45.01 35.0+ 26.500 (2) .7500 5657 • 4.44 54.44 45.00 35.00 32.000 13) 41470 54.57 .500 44.00 45.00 35.00 37.000 (3) 43.70 4.57 • 5.30 3630 -35.00 35.00 40.000 (3) - 52.4 55.47 .4.50 3450 .33.90 33.50 44.050 (3) 44.00 .14.47 • 0.70 30.20 40.30 30.20 44.000 (3) 47.40 54.47 • 7.70 57.70 44.70 24.70 43.125 (4) .50.50 05.50 • 400 35.00 4140 22.50 yOMPA5tA71VI ANALYSIS PONE 1LASSt 454ANSIALSO rTL.2111)4 11/154404 MOM a41na0,. 24.1551 26.000 (4) 34.375 (4) 50.425 ( 43.000 (4) 70.000 (5) nap Pas nay 905 ,545 504 nay yes nog 505 15.115 12) 45.00 5407 • *100 5607 43.30 54.47 .44.70 4570 .4140 4140 24000 12) -78.50 5257 • 17.00 5647 45.10 55.10 4440 44.40 .39.54 3644 25500 (2) .7650 5647 .0,70 5647 40.4 50.00 41.90 41.50 .37.15 27.15 32.000 131 4670 5457 .10.50 4600 4150 414 .30.70 35.70 .3340 314 27.000 (31 40.25 50.07 .1040 39.30 -35.40 35.40 41.10 31.10 .2510 20.10 MX HEIGHT 40.7 .1 10 144[ L -• CCMERUNC 01 4(E1114 1.40. - I441L ran INT 047U00 0504110 20.750' MAX VENT Mf OHT OPENING 20.750' 1.) 1408. MOM 53.125' (D MAT. nx Ulf 0011. 47 050(040 45.121' MAX VENT DOUCNT OPENING 4650 0' MX MON 37.000 - CD47ER1ME Or MONO RAIL - M4X von DAYLIGHT OPENING 31.375' TUT. FIXES LIM SAYUGO OPENING 31.373 Mx. COED LITE 047111217 OPENING 33.000' M 0 AT VE 041100 0504.00 32.000' J M * 6 4 /4 " FTL-2962 NON - IMPACT WINDOWS 7EST REPORT. GLAZING. MAXIMUM SIZE A FTL -2962. 3/32" SINGLE STRENGTH ANNEALED. 53. 25 x 48.750 8 FTL -2964. J /J2" SINGLE STRENGTH ANNEALED. 37.000 x 70.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS .3) PRESSURES UNDER 40 PSF ARE NOT APPUCAOL.E IN WAR-DADE COUNTY 4.) SEE SHEET 6 OF 8 FOR SECTION DETAILS FTC-2964 ,v Robert L Qark, P.E. PE 139712 Structural 3/32 GLAZING DETAIL- ITT INDUSTRIES COMPARATYO ANALYSIS 190703, J.) thn,b.r. 19 f) 5arM5w5H Sts 00( 2.) N55 0905 124040 Loads 545.4 5n C 3.) P5525144 0.slie 1..54•15•00 en Cs 4) Nl.nba.5 one 101410 5craw5 a 3H 54 Ambers S.00 - ..54.. horn arch 04n Mo. 00107 4.55044) o' 1r 51)54 Crown F.K. 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS, R 34274 Nita el anthers 504 Mae, avenue.. 44515416 0414 Olsas Table ASIM 01300. .p5 5470 Anay410 end W•M Test Pressure. Tapewl6 (112 550554 .fry M 054 Inet.04 44 410'5) er end L00 sum 55 NON, 4t0. 914490149 506 As sod 20 4110491 554 50L Rend B7: te: F.K. 8/31/1 Goa: 4/18/01 PRODUCT REV(5ED o e.MpyIas with the Fled do Ao.p250.N0 . 2',OZ E aptnala4 Date 6:11 Mod Dada Sherbet Castro' Mirka APPROVED ASCO PLYB130171) 71E 90(1TN FLORIDABMRDIIOOOOL D ATE ( a e;V30, BY 'CLL." 1. ( MOD= CONTROL DMSIOR tumatic ewe dam/440E0MM ACCEPTANCE ND of - _51 I Revisions: REDRAWN Description: FLANGED W/ SS8 GLASS 711Ga: ALUMINUM SINGLE HUNG WINDOW (TG -A) SM51/Madek SH -4000 Scale: NTS PaNt 5 or 8 019.50 195, 2736 Rev: A MAX. HEIGHT — MAX. FIXED LITE VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING Rohcrt L Qthrk. P.E. PE 039712 • Slvueturn1 MAX. DAYLIGHT OPE ING MAX. DAYLIGHT OPE JING MAX. WIDTH HORIZONTAL SEC TION NON- IMPACT WINDOWS 1.) TEST REPORT, GLAZING. MAXIMUM SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 8) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED, 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS PST INDUSTRIES Dross e,: F.K. 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS. FL. 34275 NOKOMIS. FL 34274 Rend Ely: F.K. Dote: 8/31/1 Oats: 4 /18/01 Sertee/MOdelt SH -4000 Revisions: REDRAWN SECTIONS FROM SHEET 5, 3/32 GLASS 1794: ALUMINUM SINGLE HUNG WINDOW (TG -A) Scabs: NTS Sheet 6 er 8 2.0 )0" 53.125 x 48.750 37.000 x 70.000 PKOOUCT REVISED B ode the Florida Ao.plon No • - • x02. E.pintlo. Dee i:7.E27U.' • Dab Prudent o.tnef APPROVED AS COMPLYING VAN THE SOUTH FLORIDA W OING 000E DAN DAN Set 30, 2[391 or ‘. C4 +.,dam POOOUGN CONTROL DRIMI WALLING LONG mot C0AAPLIANCE OFFICE irrysquer ,.o I I6.0 Dre•no No. 2736 Rev: A 1.609 1 ' 1.160 HEAD EXTRUSION 1.462 .062 2.000 --•— ' �' .062 r .500 1 1.369 2.129 -4.—I r-r- 1.139 CD JAMB EXTRUSION .976 1.898 0 SASH TOP RAIL EXTRUSION REFERENCE TEST REPORTS: FTL -2959, FTL -2960, FTL -2961 FTL -2962, FTL -2963, FTL -2964 .062 O2 SILL EXTRUSION 2.100 1 .050 .500 1 .750 ® STANDARD MEETING RAIL Q7 SASH BOTTOM RAIL EXTRUSION g/ 1 Robert L Clark. P.E. PE 039712 Structural ITEM 2 3 4 6 DESCRIPTION FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL 7 SASH BOTTOM RAIL 8 SASH SIDE; RAIL 9 SASH STOP 10 SASH CAM INSERT (L H. & R.H.) 11 18 x .750 QUAD PAN HEAD SMS 12 WEATHERSTRIP, VINYL BULB W /LEAF 13 SWEEP LATCH 14 18 x .625 PHILLIPS FLAT HEAD SM: 15 BALANCE 16 WEATHERSTRIP, .187 x .270 FIN 17 WEATHERSTRIP, .187 x .200, FIN 18 BALANCE TAKE -OUT CLIP 19 SILICON GLAZING SEALANT 20 SSB 3/32" ANNEALED GLASS 21 DSB 1/8" ANNEALED GLASS 22 SSB & DSB GLAZING BEAD 23 3/16" ANNEALED GLASS 24 3/16" TEMPERED GLASS 25 3/16" GLAZING BEAD 26 18 x 1.000 QUAD PAN HEAD SMS 27 1 " x 1.5" OPEN CELL FOAM PAD 28 SCREEN ASSEMBLY SASH SIDE RAIL EXTRUSION INDUSTRIES Drown 8r: F.K. Dercrtp0.xc rw: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 24275 NOKOMIS, I. 34274 PGT # 62703 62704 62705 6534521 6534522 6534523 6534524 66387 42800 7834PA 6TP249 71096 7858 61062 67919 7121 UM 62899 65200 65196 781P0 Rmd BY: Ooh: F.K. 8/31/ Dote: 4/18/01 Sorter/ 460.1: 5H -4000 Seale: NTS 6063 -T6 6063 -T6 6063 -T6 6063 -T6 PROFILES & PARTS LIST 6063 -T6 E 34522 6063 -T6 .t 34523 6063 -T6 .t 34524 6063 -T6 A " -6387 PGT SPENCER OR = TEAM PLASTICS 1 249 MINIATURE DIE CASTING f 3T.214. SPENCER OR = CALDWELL TEAM PLASTICS H7826-187 7 SCHLEGEL F;79I9 -187 CALDWELL DOW, GE OR EQUAL FLORIDA SCREEN OR = C 5 -200 FLORIDA SCREEN OR = L 5 -196 SPENCER OR = Revtrtonr: REDRAWN SANt: 7 a8 VENDOR 'ENDOR # rRODUCT REVISED � ct=pyhi..kb 1h TbAd= Ba dlas Code Accept=,= Ezpltid a Date =.:11..7 • BY APPROVED AS C W PU91tl VAIN THE YOUTH FLORIDA BUM* 00oe DATE Fey 3 a. Zoe 1 ay 14L„1 1. / L4M4.• PRODUCT CONTROL OMSgN S tIG COOECONPUAHCEOFFICE LretATYN YNO II— , 51C.)0 ALUMINUM SINGLE HUNG WINDOW (TG -A Drawing No. 2736 34521 Rev: TYPICAL HEAD CONFIGURATIONS x WOOD 1 •• :' r w , 1.250 BUCK ; .11 .250 MAX. MAX. 3/16" TAPCON /10 PANHEAD OR /12 PANHEAD NOTES: 1.) REFERENCE TEST REPORTS FTL- 2959. Fa-2960, FTL -2961, FTL -2962. FTL -2963, FTL -2964 2.) ANCHORS ARE /10 SCREWS OR 3/16" TAPCONS. (/12 SCREWS MAY BE USED INSTEAD) .3.) ANCHORS ARE LOCATED 5" MAXIMUM FROM EACH CORNER AND 5" MAXIMUM ON EITHER SIDE OF MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20" AT HEAD AND SILL /10 PANHEAD OR /12 PANHEAD / ;( 1 t1 Rohcrt L. Cla k. P.E. PE #39712 MEETING 4tructural 11- 250 max. 1.250 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS Ft INDUSTRIES TYPICAL 'IAMB CONFIGURATIONS 3/16" TAPCON • /10 PANHEA0 — OR /12 PANHEAO .250 MAX. RevW ey. Do F. K. 8/31/1 Drown , F. K. � te 4/18/01 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Sorfes/Ltodok NOKOMIS, EL 34275 NOKOMIS, EL 34274 SH - 4000 ---I 1.250 PRODUCT REVISED a smPbbg +Yb He Fiends Wang Code 6:pina as Aecepcaocr Dan l 0?02.02 6sptntloa BJ OHWo■ 2 x WOOD BUCK RM :ions: REDRAWN OuMP O'om ANCHORAGE DETAILS Title: ALUMINUM SINGLE HUNG WINDOW (TG -A) Scam: NTS Sheet 8 " 8 APPROVED AS CGwPLY1NG MIM THE 60UM11 FL0MDA BlA0010 000E OATS SQ FTEH 6E .3O BY 15 L, PROM= CONTROL ENVISION BUILDING COPE COMPLUNCe OFF10E ACCEPTANCE NO 11 I — OS/4• I0 Onto* No 2736 Re,: A M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The submitted documentation was reviewed by Raul Rodriguez 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 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with STD Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 -1, titled "Alum. Horiz. Roller (STD. MTG. Rail) ", sheets 1 through 9, prepared, signed and sealed by Robert Clark, P.E. dated 5/10/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall hear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its. entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No 02- 0313.10 Expiration Date: June 27, 2007 Approval Date: June 27, 2002 Page 1 COMPARATIVE ANALYSIS - TABLE 1. WINDOW HEIGHT WINDOW WIDTH 26.500 (4) 37.000 (4) 44.000 (4) 53.125 (4) 63.000 (4) 74.000 (4) 26.000 (2) NEG -75.0 -120.0 -135.0 -120.0 -75.0 -120.0 -135.0 -120.0 -56.6 -84.9 -99.0 -84.9 -38.8 -58.2 -67.9 -58.2 -28.5 -42.7 -49.8 -42.7 -21.9 -32.9 -38.4 -32.9 POS 58.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 38.8 56.0 56.0 56.0 28.5 42.7 49.9 42.7 21.9 32.9 38.4 32.9 38.375 (3) NEG -75.0 -120.0 -135.0 -120.0 -58.5 -110.2 -128.8 -110.2 -51.2 -84.9 -99.0 -84.9 38.8 58.0 -38.8 -58.2 -67.9 -58.2 -27.8 -41.4 -48.3 -41.4 -20.0 -30.0 -35.0 -30.0 POS 58.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 51.2 56.0 56.0 56.0 38.8 58.0 56.0 56.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 44.000 (3) NEG -75.0 -119.9 -135.0 -119.9 -51.0 -92.5 -107.8 -92.4 -43.2 -81.8 -95.4 -81.8 -38.8 -58.2 -67.9 -58.2 -27.6 -41.4 -48.3 -41.4 -20.0 -35.0 -30.0 POS 56.0 56.0 56.0 58.0 51.0 58.0 58.0 56.0 43.2 56.0 56.0 56.0 56.0 56.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 50.625 (4) NEG -67.9 -101.9 -118.8 -101.9 -47.0 -77.6 -90.5 -77.6 -36.7 -68.1 -79.5 -68.1 -33.6 -58.2 -87.9 -58.2 -27.6 -41.4 -48.3 -41.4 -20.0 -30.0 -30.0 -35.0 -30.0 POS 58.0 56.0 56.0 58.0 47.0 56.0 58.0 56.0 36.7 56.0 58.0 56.0 33.6 56.0 56.0 58.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 63.00 NEG -53.0 -79.5 -92.8 -79.5 -39.8 -59.7 -69.7 -59.7 -28.9 -51.9 -60.6 - 51.9 -24.3 -45.0 - 52.5 -45.0 -24.7 -39.5 -48.5 -39.5 -20.0 -30.0 -35.0 -30.0 0 (4) PDS 53.0 58.0 56.0 56.0 39.8 56.0 56.0 56.0 28.9 51.9 56.0 51.9 24.3 45.0 52.5 45.0 24.7 39.5 46.5 39.5 20.0 30.0 35.0 30.0 72.000 (5) NEG -45.7 -68.6 -80.0 -68.6 -34.1 -51.2 -59.7 -51.2 -27.1 -44.3 -51.6 -44.3 -21.0 -38.1 -44.4 -38.1 -19.6 -33.5 -39.1 -33.5 -20.0 -30.0 -35.0 -30.0 POS 45.7 56.0 56.0 56.0 34.1 51.2 56.0 51.2 27.1 44.3 51.6 44.3 21.0 38.1 44.4 38.1 19.6 33.5 39.1 33.5 20.0 30.0 35.0 30.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON- IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX, X0 4. REFERENCE TEST REPORTS: FTL -3338, FTL -3339, FTL -3340 & FTL -3341 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMS MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. HEI MAX. GHT 66" MAX. OPER. LITE DAYLIGHT _ OPENING x O 6" MAX. TYP. 6" MAX. TYP. Rot sn L. park, P.E. PE #'5712. 5t: ucturul 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING 6" MAX 7 6 MAX. (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE 74" MAX. WIDTH OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 805 1529 NOKOMIS, FL 34274 Revsd 9y. Revsd fly: FK Drown Li . F.K. Dote: Dots: 4/23/02 Dote: 1/11/02 33 1/2" MAX. FIXED UTE DAYLIGHT OPENING Revisions. Revisions: ADD ANCHOR DIM. 67 1/8" MAX. FIXED I ITE DAYUG IT OPENI IG 17" MAX. TYP. Approved n complying wUY I Florida 8sIdin Code DsI1 L1, NOAH Mbml Dade Description: OX, XO ELEVATION, 74Wx72H Title: ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Series/Malel: Scots: Sheet pawing No. Rev: HR -201 NTS 1 . 9 268 -1 A MAX HEIGHT OUTSIDE FIXED LITE DAYUGHT OPENING 2" VERTICAL SECTION INSIDE A OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3338 FTL -3339 FTL -3340 FTL -3341 OUTSIDE OPER. LITE DAYLIGHT OPENING /8" ANNEALED 3/16" ANNEALED --.1 1 -- OR 3/16" TEMPERED Rotten L. Clark, P.E. PE #39712 Structural MONOLITHIC GLASS m • m 24 4. �� OR MAX WIDTH OUTSIDE INSIDE A 7/16" NOM. GLASS BITE TYP. (4) GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, R 34274 HORIZONTAL SECTION 3/16" ANNEALED -+ 3/16" AIR SPACE 1/2" NOMINAL_ INSULATED GLASS Raved er Raved : FK Drawn By. F.K. FIXED LITE DAYLIGHT OPEt. NG INSIDE OUTSIDE IJSULATED GLASS 4,11! III m 1/8" ANNEALED Date: 4/23/02 Gore: 1/11/02 Revisions: INSIDE A Revisions: ADD INT /EXT DESIG. I 2" dorm.' as cmplyiaS yap 'h Florida Bakflos Code D ne 5. NORM t_ r o Mimi Dade D hlrw BY Description: OX XO SECTIONS & GLAZING, 74Wx72H ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Se,ie e/Modei Scale: Sheet Orawine No. Rer. HR -201 NTS 2 or 9 268 -1 A 6 MAX. TYP. 63" MAX. HEIGHT 57" MAX. OPER. LITE DAYLIGHT OPENING 6" MAX._ A TYP. NON- IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (1/8A,1/4S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX. X0 4. REFERENCE TEST REPORTS: FTL -3342, FTL -3343, F L -3344 & FTL -3345. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & " F: FROM CORNERS. MAX. 6 MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. L 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. ® Robert PE #.39712 P.E. S•ucturcl 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING P.O. Box 1529 NOKOMIS. FL 34274 X 6" MAX. , 6" MAX. (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE 74" MAX. WIDTH OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Description: roa: Sena.hdodst HR -201 33 1/2" MAX. FIXED LITE DAYLIGHT OPENING Sooty: NTS 0 7 Sneet: 3 a 9 58 1/2" MAX. FIXED IITE DAYUG IT - OPENI IG OX, XO ELEVATION, 74Wx63H 17" MAX. TYP• ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Orc.tng No. Rar. 268 -1 A COMPARATIVE ANALY IS - TABL 2. WINDOW HEIGHT WINDOW = 26.000 (2) 38.375 (3) 44.000 (3) 50.625 (4) 63.000 (4) WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS 26.500 (4) -75.0 56.0 - 75.0 56.0 - 75.0 56.0 -75.0 56.0 -66.1 56.0 -120.0 56.0 -120.0 56.0 - 120.0 56.0 -113.0 56.0 -88.2 56.0 -135.0 56.0 -135.0 58.0 -135.0 56.0 -135.0 56.0 -110.2 56.0 VI Fg -75.0 56.0 -75.0 58.0 -75.0 56.0 -75.0 56.0 -75.0 56.0 37.000 (4) rj -75.0 56.0 -58.5 56.0 -51.0 51.0 -47.0 47.0 -41.8 41.8 @�1I - 120.0 56.0 -120.0 56.0 -102.4 56.0 -86.0 56.0 -66.2 56.0 ==1 - 135.0 56.0 - 135.0 58.0 - 128.1 56.0 -107.6 56.0 -82.8 58.0 Pk - 75.0 56.0 - 75.0 56.0 - 75.0 56.0 -75.0 56.0 -58.0 49.7 44.000 (4) z, '.4. 56.0 -51.2 51.2 -43.2 43.2 -36.7 38.7 -28.9 28.9 .4:= - 113.1 56.0 -101.6 56.0 - 89.8 56.0 - 75.5 58.0 -57.6 50.4 rr _ - 135.0 56.0 - 135.0 56.0 - 113.4 56.0 -94.4 56.0 - 72.0 58.0 `- - 75.0 56.0 - 75.0 58.0 - 75.0 56.0 -66.1 56.0 -50.4 43.2 53.125 (4) ti - 58.2 56.0 -47.9 47.9 -40.4 40.4 -33.8 33.6 -24.3 24.3 ::;: i - 77.6 56.0 - 77.6 56.0 - 70.5 56.0 -59.1 58.0 -48.5 43.6 `° - 97.1 56.0 - 97.0 56.0 -97.0 58.0 -83.0 56.0 -62.3 56.0 -67.9 58.0 -67.9 56.0 -67.9 56.0 -58.1 49.8 -43.6 37.4 63.000 (4) ; -42.7 42.7 -41.4 41.4 -37.3 37.3 -32.2 32.2 -24.7 24.7 __: -58.9 49.8 -55.2 48.3 -55.2 48.3 -51.8 48.3 -39.5 38.7 - 71.2 56.0 -69.0 56.0 -69.0 56.0 -69.0 56.0 -55.3 49.8 ° -49.8 42.7 -48.3 41.4 -48.3 41.4 -48.3 41.4 -38.7 33.2 74.000 (4) (4 -32.9 32.9 -30.0 30.0 - 30.0 30.0 -29.5 29.5 -23.4 23.4 iii - 43.9 38.4 -40.0 35.0 -40.0 35.0 -40.0 35.0 -38.7 35.0 -54.8 49.4 -50.0 45.0 -50.0 45.0 -50.0 45.0 -50.0 45.0 -, -38.4 32.9 -35.0 30.0 -35.0 30.0 -35.0 30.0 - 35.0 30.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 6 MAX. TYP. 63" MAX. HEIGHT 57" MAX. OPER. LITE DAYLIGHT OPENING 6" MAX._ A TYP. NON- IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (1/8A,1/4S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX. X0 4. REFERENCE TEST REPORTS: FTL -3342, FTL -3343, F L -3344 & FTL -3345. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & " F: FROM CORNERS. MAX. 6 MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. L 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. ® Robert PE #.39712 P.E. S•ucturcl 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING P.O. Box 1529 NOKOMIS. FL 34274 X 6" MAX. , 6" MAX. (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE 74" MAX. WIDTH OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Description: roa: Sena.hdodst HR -201 33 1/2" MAX. FIXED LITE DAYLIGHT OPENING Sooty: NTS 0 7 Sneet: 3 a 9 58 1/2" MAX. FIXED IITE DAYUG IT - OPENI IG OX, XO ELEVATION, 74Wx63H 17" MAX. TYP• ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Orc.tng No. Rar. 268 -1 A MAX HEIGHT OUTSIDE 1 FIXED LITE DAYUGHT OPENING VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3342 FL-3343 FTL -3344 FTL -3345 OUTSIDE OPER. LITE DAYLIGHT OPENING MAX WIDTH MONOLITHIC GLASS 1/8" ANNEALED OR 3/16" ANNEALED �+ OR 3/16" TEMPERED Robert L. Clark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. 805 1529 NOKOMIS. FL 34274 HORIZONTAL SECTION OUTSIDE INSIDE A 7/16" NOM. GLASS 8ITE TYP. (4) I i ANNEALED 1/8" ANNEALE 1/4" AIR SPACE 1/8" ANN 2" NOM. INSULATED GLASS GLAZING DETAILS ITT Rem! Rerod BY FK Dro." By F.K. rta: AXED LITE DAYL ;HT OPE1 ING Dote: INSIDE OUTSIDE If ISULATED GLASS Oote: 4/23/02 Du .: 1 11/02 Rsd,toe,: Revisions: ADD 1NT /EXT DES1G. INSIDE A F1w.rw, B.; code Date 1,4_ 27 1 NOM • Ye \14.1 Maul Ode WHIM OX, XO SECTIONS & GLAZING, 74Wx63H ALUM. HORIZ. ROLLER _(STD. MTG. RAIL) Serk.,'Modef: Scot: Sneak Dro+inp No. Rer. HR -201 NTS 4 01 9 268 -1 A COMPARATIVE ANALYSIS - TABLE 3. WINDOW HEIGHT WINDOW WIDTH 53.125 (6) 74.000 (7) 90.000 (7) 106.375 (8) 111.000 (8) 120.000 (8) 26.0 NEG -135.0 -135.0 -75.0 -78.9 -92.0 -75.0 -53.3 -82.2 -53.3 -38.2 -44.8 -38.2 -35.2 -41.1 -35.2 -30.5 -35.8 -30.5 00 (2) 56.0 56.0 56.0 56.0 58.0 53.3 56.0 53.3 38.2 44.6 38.2 35.2 41.1 35.2 30.5 35.8 30.5 38.375 (3) POS 56.0 NEG -84.5 -110.0 -75.0 -64.3 -92.0 -71.3 -52.4 . -62.2 -53.3 -38.2 -44.5 -38.2 -35.1 -40.9 -35.1 -30.0 -35.0 -30.0 POS 56.0 58.0 56.0 56.0 58.0 56.0 52.4 56.0 53.3 38.2 44.5 38.2 35.1 40.9 35.1 30.0 35.0 30.0 44.00 NEG -73.0 -91.2 -75.0 -56.2 -75.5 -63.9 -48.4 -62.2 -53.3 -38.2 - 44.5 -38.2 -35.1 -40.9 -35.1 -30.0 0 (3) POS 56.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 48.4 58.0 53.3 38.2 44.5 38.2 35.1 40.9 35.1 30.0 35.0 30.0 50.82 NEG -61.2 -75.9 -62.7 -48.3 -61.3 -52.5 -43.3 -55.6 -47.4 -38.0 -44.5 -38.2 -35.1 -40.9 -35.1 -30.0 -35.0 -30.0 5 (4) 56.0 56.0 48.3 56.0 52.5 43.3 55.6 47.4 38.0 44.5 38.2 35.1 40.9 35.1 30.0 35.0 30.0 63.000 (4) NEG -49.8 -57.8 -49.6 -37.4 -45.3 -38.9 -34.4 -40.1 -34.4 -31.5 -36.7 -31.5 -30.6 -38.1 -30.8 -29.2 -35.0 -28.7 POS 49.6 56.0 49.6 37.4 45.3 38.9 34.4 40.1 34.4 31.5 36.7 31.5 30.8 36.1 30.8 29.2 -35.0 -30.0 35.0 28.7 TABLE NOTE NUMBERS IN ()PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 63" MAX. HEIGHT 26 1/2" MAX. OPER. LITE DAYLIGHT OPENING TYP. (2) 6 MAX. 57" MAX. OPER. LITE DAYLIGHT OPENING TYP. (2) 6" MAX. A TYP. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED AND 1/2" I.G. (1/8A,1/45,1/8A). 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL - 3335. FTL - 3336 & FTL -3337. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL' MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS' MAX. 6" FROM CORNERS. MAX. 17° SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION.® Robert L. Clork, P.E. PE 139712 Structural x 6" MAX. A 56 1/2" M. FIXED LITE DAYLIGHT OPE IING O 120" MAX. WIDTH 18" MAX. SPACING NP. x 6" MAX. ~� 6" MAX. I ee� ! 6" MAX. - MEETING RAIL CENTERLINE (SEE ANCHORAGE NOTE 7) OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS FtT INDUSTRIES 1070 TECHNOLOGY DRr E NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMS. FL 34274 Revsd By: Revsd By: FK Drom By F.K. Dote: 4/23/02 Data: 7/11/02 Revisions: Revisions: ADD ANCHOR DIM. A r A 58 1/2" MAX. FIXED LITE DAYLIGHT OPENING A Description: XOX ELEVATION, 120Wx63H ALUM. HOR /Z. ROLLER (STD. MTG. RAIL) Series/Mode HR -201 Scab: NTS Sheet: 5 o, Drawing No 268 -1 Rev: A MAX HEIGHT OUTSIDE � �� �� INSIDE FIXED UTE DAYL GHT OPENING VERTICAL SECTION OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3335 FTL -3336 FTL -3337 OUTSIDE 3/16" ANNEALED OR 3/16" TEMPERED Robert L. Clark. P.E. PE #39712 Structural MAX WIDTH MONOLITHIC GLASS 1(g- (/ // p / o U es ,TL INSIDE FIXED UTE DAYLIGHT OPENING OUTSIDE INSIDE 7/16 NOM. GLAS S BFTE TYP GLAZING DETAILS IT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. Fl 34274 HORIZON FAL SECTION OUTSIDE 1/8" ANNEALED 2" NOM. INSULATED GLASS Raved Mt*: er: Roveses : Drown Ry. F. K. Series/Mod. HR -201 Date: NSULATED GLASS 1■ , ' VI m -1/8" ANNEALED 1/4" AIR SPACE Dat.: 4/23/02 Dot.: 1/11/02 Onenption: XOX SECTIONS & GLAZING, 120Wx63H ALUM. HOR1Z. ROLLER fSTD. MTG. RAIL) Dmwinp No. Rev: Scale: NTS Revisions: Revisions: ADD INT /EXT DESIG. Sheet 6 a. 9 INSIDE OPER. LITE DAYLIGHT OPENING VP. :2) 4ppmved s, enceeyins, ebb det Florida Reef leg Code Date 7 —"� L7, s.• Maud Dade Pradrin NCAY a2- e'ar ?.to 268 -1 A VIEW A -A CORNER CONTRUCTION OR TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL-3341 FTL -3345 1.542 .062" .062 " —r 2.2 0 FRAME JAMB(OPERABLE) MAIL: 6063 —T5 DWG# 219 1.542" - 2.124" 7O FRAME JAMB(FIXED) MAT'L: 6063 —T6 DWG# 218A 0/0 Robert L dark. P.E. PE /39'712 Structural 1.827" 2.82 �aT INDUSTRIES 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 2.000" FRAME HEAD MAT'L: 6063 —TE DWG# 215B FRAME SILL MAT' L: 6063—T5 DWG# 264 Revse By: Rend K Drawn 9y. F.K. Desc Otion: Title: Swiss/Mode: HR -201 Date: Date: 4/23/02 1 1 1/02 - -.050" EXTRUSION PROFILES & CORNER DETAIL ALUM. HORIZ. ROLLER fSTD. MTG. RAIL) Saeeb 7 of 9 Score: NTS Revisions: .062" Revmons ADD CORNER DET. SILL ADAFTER MAT'L: 6063 —TE DWG# 265B 1.114 " --I .781" L r 040" 1 D 0 SASH STOP MAT'L: 6063 —T5 DWG# 110 Approved as eumpty:oy wilt Ra. cede 0 7, .i NOM es—"1 �=.t. 141112Y477 Real Drawing No. Rer. 268 -1 A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 215B 1155 110 264 2658 1298 218A 219 1003 220B 1072 223A 242 227 225 226 221A 1001 222A 1096 1016 1265 -3 1267 1014 1013 1073 1278 1618 2718 2719 1263 241 1274 1237 Flange Frame Head #8 x 1.000 , QUAD Pn., SMS Sash Stop Main Frame Sill Main Frame SiII Adapter Weep Hole Cover Flange Frame Jamb (Fixed, XO ONLY) Flange Frame Jamb (Operable) Wstp., Bulb Vinyl Fixed Meeting Rail Wstp.,.187 x .200, Fin Seal Sash Top & Bottom Rail Sash Top Guide (Anti-rack) End Cap #8 x .25, QUAD Pn., SMS Roller Housing & Guide Rollers, Brass Sash Side Rail Wstp., Bulb Vinyl Sash Meeting Rail Sweep Latch #8 x .625 , Ph. FI., SMS DSB Glass 3/16" Annealed Glass 3/16" Tempered Glass 1/2" Insulated DSB /DSB 1/2" Insulated DSB/3/16" Annealed 3/32 x 1/4 x 1 Setting Block 1/8 x 1/2 x 1 Setting Block Screen Frame Screen Comer Key Screen Spring Screen Pull Screen Spline Screen Cloth Glazing Bead (SSB /DSB) Glazing Bead - (3/16") Glazing Bead - (1/4 ") Glazing Bead - (1/2" Insulated) Glazing Bead - (for Grill Kit - SSB /DSB) Glazing Bead - (for Grill Kit -3/16") Slicone Adhesive Dow 899 or Equal 6063 -T6 A Fastener 6063 -T5 6063 -T5 6063 -T6 A Plastic 6063 -T6 A 6063 -T5 Vinly 6063 -T6 Wthrstrip 6063 -T6 A Plastic Plastic Fastener Plastic Brass Part 6063 -T6 A Wthrstrip 6063 -T6 Cast Part Fastener Glass Glass Glass Glass Rubber Rubber Aluminum Plastic Spring Steel Plastic Rubber Rolifonn Bd. Rollform Bd. Roliform Bd. Plastic Plastic Plastic 6215W,B,T 781PQA 66387 6264 6265BW,B,T 71298 6128W,B,T 61088 66601 6220W,B,T 67919G 6223W,B,T 42105 42114 78X14PQAA 42112N 7BRWHL2 6221 W, B,T 64664 6222W,B,T 71096 7858 712653K 71267N 61011 41903 78835M 70409K 68155K 61816 65196 65016 65133 6VT48 6GB1274 6GB1237 Item Dwg 4 Description Marl PGT ti 1.605" 1.010" .062 "- 1.663" 10 FIXED MEETING RAIL MAT'L: 6063 —T6 DWG# 220B 18 SASH SIDE RAIL MAT'L: 6063 —T6 DWG# 221A Robert L. Clark. P.E. PE 139712 Strut' ral ITT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 005 1529 NOKOMIS, FL 34274 Revad __ ——.050" 1. 162" 12 `.;ASH TOP & BOTT. RAIL MAT'L: 6063 —T6 DWG# 223A es Revsd By: FK Dm. By: F.K. Serisa/ltndel: HR -201 1.750 Date .062 " -- Date: 4/23/02 Dots: 1/11/02 Scot: NTS Rermarts: 20 SASH MEETING RAIL MAT'L: 6063 —T6 DWG# 222A TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 Perna: CHG ALLOY D£SIG. 1.457" Description: EXTRUSION PROFILES & B.O.M. Sheet Dmeing No. Approved n complying aids the Florida Daigas cock Date as ^t- 2'i 2- Wilmot r ++Ir�L 8 ar 9 268 -1 ALUM. HORIZ. ROLLER (STD. MTG. RAIL) A TYP. HEAD SECTION TO CONCRETE TYP. SILL SECTION TO CONCRETE r -1 1/4" MIN. APPROVED WOOD BUCK 3 1/4" MAX. SHIM] 1/4" TAPCON A w/ #12 HD. (SEE NOTE 1) (SEE NOTE 1) 1/4" TAPCON W/ #12 HD. 1/4" MAX. SHIM 1 1/4" MIN. NOTE: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. (415# MINIMUM SHEAR RATING AT 1 1/4" EMBEDMENT) A TYP. HEAD SECTION TO WOOD TYP. SILL SECTION TO WOOD 1 1/2' MIN. 4 1/4" MAX. SHIM #12 WOOD SCREW 1 1/2" MIN. APPROVED WOOD BUCK 3 1 TYP. JAMB SECTION #12 WOOD SCREW TO CONCRETE r 1/4" MAX. SHIM APPROVED WOOD BUCK P.obe;I L. Clark, P.E. P. #39712 Sin/010r]1 (SEE NOTE 1) 1/4" TAPCON W/ #12 HD. 1/4" MAX. SHIM 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 APPROVED WOOD BUCK ;12 WOOD SCREW 1 1/4' MIN. 1/4' MAX. SHIM APPROVED WOOD BUCK TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 1 1/2" MIN ReHafav: CHG TO 1/4 TAPCON. BY I I LL TYP. JAMB SECT ON TO WOOD Appro.M a■ a.mp!ylag wltb the! Florida 6eidlag Code Tate 7w 21, 2"ed NOM Miami Dade MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 3--)-D.1, Time 4'1 6 4t 1 Permit No. rbpAa0,a -6 Name S'fo Ke 6 .e. r r y Address _71 A Ng 96 S t Company 044 — S W1444& Phone # 3OS 5 Type Insp'n For Inspector: 3 Name & Date Approved Correction Re- Insp'n Fee , /U)-l0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date , ..5" - -2-fi2p Time Type Insp'n Permit No. 23 Y O4 2. -5/ / Name Address 7 �. A E /J f,r,St Company 7 2 ; Phone # 305573 -3j PP For Inspector: ? ^ ,11,-Q 2, Nam es -Pate 5/D Approved -�-- Correction ❑ Re- Insp'n Fee ❑ � n €216-nftrvi)