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1070 NE 96 St (4)MI ,t4 MADE nalu A)llNG CODE COMPLIANC'D: Oi 1 KE (WtCCO) PRODUCT CONTROL DIVISION N TICE OIL ACCEPTANCE (NOA) 1P'G7 Industries 1070 Technology Drive Nokomis, FL 34274 Scorn:: 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 he valid after the expiration date stated below. The Miami -Dada County Product Control Division (In Miami Dade County) and/or the AHJ On 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 ATV 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 + wilding Code. OTDIESCRI I `ll' ON, ,Senles C'740 Alnaminnnnnnn CEREVIMUTilt Winnslnw - Himmel APPROVAL DOCUI 11 NT: Drawing No. 704541, titled "Altuninn.irn Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami-Dade County product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. ,11i;� 11I.TE )I , ► AC7i 'EATING: Large mail Suntan 10l wile Limped ?LABELING: Bach unit shall bear a permanent label with thetinaunnifacturer's name or logo, city, state and following statement: "Miarni•-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 MINATION 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. IINSPIECTUON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #02- 1224..02 consists of this page 1 and evidence pages E -1 and E-2, as well as approval document. mentioned above. The subnmitted documentation was reviewed by Manuel) Perez, RAE. MAW-DADE COUNTY, FLORIDA METRO -I)ADE FLAGLCiR BUILDING 1140 WEST FLAGLER STREET, SUITE )1503 MiAMI, FLORIDA 33130-1563 (305) 37.5 -2901 FAX (305) 375 -2908 RDA No lin, C II II t1( ETspain"raRlam II& 8 »a Dhloy 22, 26410. Approval Date: October fit, 204E4 Potge PART llndwstmfi NOTICE OF ACCEPTANCE: EVIDENCE NUBML FT]EIi9 A. DRAWINGS fl. Manufacturer's die drawings and sections. 2. Drawing No. 71 iS.8, titled "Aluminum Casement Window, Impact", sheets 1 through 12 of 12, dated 12/17/02 witch revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas Turner, P.E. B. TESTS 1., Test reports on 1) Uniform Static Air Pressure Test, Loadin; ; per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, T.AS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings. and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. F11'L 3729 dated 2/28/(3, signed and sealed by Joseph Chan, P.E. Submitted under )VOA# 024224.02 2. Test reports on 1) Air Infiltration Test, per FI3C, TAS 202.94 2) Uniform Static Air Pressure Test, Loading'per FBC,'1'AS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, T.AS 201 -94 5) Cyclic Wind Pressure Loading per FI3C, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202. -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FFL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test pet FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per F13C, TAS 203 -94 6) Forced Entry Test, per FBC 2411 12.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casetncnt window, XOX configuration, prepared by Fenestration Testing Laboratory, Test. Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Marn®aaed PCY t".E. Product Centro 4 fines N(A Na F, , "} 2 ETipdraetdaanA Dates May 22, 200» Approval' Date: @Ti i their 9, 2083 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: - CA. 5/16' LAMINATED CLASS C0 1PFISED OF (1) LITE OF 118" A.NMEAiED GLASS AND (1;LITE OF 1/8" HEAT STRENGTHENED, , GLASS IFJ; AN .090 INNER LAYER OF SOLI 1A' OR DUPONT PVB. B. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/3' HAT STRENGTHENED GLASS W/ AN �II INNER LAYER OF / SOLUTIA OR DUPONT PVS. C. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7116° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. G. 13116' I.G. GLASS COMPRISED OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS AND (1) 5/15' LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/15° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTLA, OR DUPONT INNER LAYER 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AS T M E 1300 -95 (AND ATM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AS T M E 1300-96 (AND AS i M E 1300-94 OUTSIDE MIAMI -DADE COUNTY ). C. DESIGN PRESSURES UNDER 40 P.S.P. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR 'X' CONFIGURATIONS SEE SHEET 4. E. F , a aEESHEET 4. F. FOR °XOX° 3 "0' CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" a "XO' OR "OX" CONFOURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, 'XO° & 'OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS F DLL . ;WS: HEAD & SILL: MAX. 4° FROM CORNERS MAX. 4' & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS S MAX. 13' SPACING ON FIXED LITES (2) ANCHORS 3' APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13' SPACING (2) ANCHORS 3' APART AT MID-SPAN NOTE: 1/4' TAPCONS OR 414 SCREWS MAY BE USED AT THE At1OVE. SPACING. SEE SHEETS 4. 5, 3 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16' TAPCONS OR 4'12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF T--IE FRAME. 7. REFERENCE TEST REPORTS: FTL-3580, FTL -3,5 2, FTL -3557 AND FTL-3729 (; EN.S.- ANfi:CP.4 Non mon s • (9 1A:%= 1.3nv' LG. 3 MOVE 3V2: TO 3 =T? C NO C1--= n+IS ma; I X 0 } CONFIGURATIONS OPTIONS x x 0 x 11 21 0IX UNEQUAL L r Es UNEQUALLrss [Q � x l i UNEQUX VIES 0 1 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT I •.,ae NTS ; 7 2 7 - NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5.8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 PROJECT REVISED as emmTb a *IS L"' netts Coda tqa r u.7.. Tufrg, # ) .090 SOLUT1A OR DUPONT PVS i, INER LAYER 913' ANNEALED GLASS I - ' 113" HEAT STRENGTHENED GLASS U • 5 /15''LANI HATED GLAZING DETAIL 3116° ANNEALED OR HEAT STRENGTHENED GLASS .65» NOM. GLASS SITE .090 SOLUTIA �- OR DUPONT PVS INNER LAYER 3/15° HEAT STRENGTHENED GLASS l .55° NOM. GLASS Br . I � v , : � I 7/16' LAMINATED I GLAZING DETAIL AIL I E 3/8" AR SPACE 1118' HEAT STRENGTHENED GLASS 13/16° i j 13/16 I.G. GLAZING DETAIL 5)16' LAMINATED COMPONENT 119" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8° HEAT STRENGTHENED GLASS .65 NOM. GLASS SITE 323.3 5 , •RAN.'.L�Dtiri D_'TAP.33 ADD 1'J'15' GLAZING K 17..07 ' hr. CHANSF , .iD%^Mi.. X275 gtosas A' L IMINJM CASEMENT WINDOW, IMPACT AC. +527 C:-745 N TS 2 - 12 7W-E iJ a PRODUCT RL' VISED 7.0”,p7,t1 with Mt 7tra• as°pra".� . S�- spa D i, �,y /% 3 L•_ ° °.� A T:.r+b. '.P. CENTERLINE { 1 112° ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DE'; AIL TYP. (2) -1 112' ANCHOR LOCATION TYP. 110 1 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 1 ly e N I I � 13' MAX. O.C. ` SEE MID-SPAN ANCHOR DETAIL TYP. (2) 4" MAX. ! I°- 4° MAX. - ►i 1 3 MAX. VENT TYP. , t7 ,,,, ,,,,. _ ,x i 2,17/a3 ,A [P_ -YaaA COCR1c: i Asa A. jocm, .Fx 2FIA I it:WAN3 S2, NV. P=.".E 7 E3 1:.X Ilr:�2 j 1 +AGGF!iNSE i0.4..?7ZOI DE A4E , e71x ! .-�, 1 ANCHOR >- LOCATION TYP. 7' \ l +--f- T' 4° MAX. -1 - E -o-1 4" MAX. METING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134' MAX. WIDTH 0 & DENOTES HINGE LOCATION AT HEAD & SILL OF °X' PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 53' MAX. 30" MAX. DAYLIGHT --e-i DAYLIGHT OPENING OPENING u.� ELEVATION 'A' - 63' HIGH''XOX' (SEE SHEETS 6-8 FOR PRESSURES) 74" MAX. WIDTH 30" MAX DAYLIGHT OPENING 13' MAX. O.C. 4° MAX. 4° MAX. )-14 112° MAX. O.C. TYP. ELEVATION "5° - 63" HIGH °XX° (SEE SHEET 5 FOR PRESSURES) NOTE: °X° PANEL MAY SWING IN EITHER DIRECTION 56' MAX. DAYLIGHT OPENING 53' HEIGHT I I — ' 1J2' MAX. NT HEAD SILL ONLY 1 � MAX. o.c � — r ; *aAx. �.c. 50° MAX. FIXED SEE MEETING RAIL DETAIL TY ?. (4) pp Vl1 1� /^� 'O7J T -L' L��'.aY�^filf4 I M ° 'S XO ELEVATIONS AI UMINUM CASEMENT WINDOW, IMPACT r N.^,K'0M,S,.eJ:z7< re+ ies >.r ls�a :r�7m i NTS 1 3 72 7G-5 -8 �� 56° MAX. DAYLIGHT OPENING 63° MAX. HEIGHT :. T•>-a. P.E. PE * Mpxn� 7IT SE 41 MID-SPAN 1, ANCHOR I SHT. 3 TYP. (2) -b-1 32' MAX. WIDTH — • 25' MAX -- j°'� DAYLIGHT 1 '- ! OPENING MAX. 3' I M O.C. I 4' MAX 14 1!2' 4' MAX. L ` i hLAX. O.C. ELEVATION "C' - 72 HIGH "X' (SEE SHEET 5 FOR PRESSURES) NOTE: 72' HEIGHT AVAILABLE WITH S)NGLE VENT 4V CONFIGURATION ONLY 14 112' MAX. 0.C. VENT HEAD 3_ siLL ONLY !:T '°- HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL. HEAD $ SILL HINGE LOCATION DETAIL 65" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) f 7 .g I2'174.5 A ! Re4S=o_VC:+'7trA,c - !s-a:F I Epp , .x ; 3r03 , 5 1:rr NG_ .5hsEr tir._s F.K. , 12 1 : , Y,. i DENOTES HINGE LOCATION AT HEAD 8 SILL OF X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4- SEE PAID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 72" MAX. HEIGHT 1 r i 13' '* 7,I MAX. J O. C. 1 0907:7 7. K. 7.'1,"43 1 C 400 14NYL -_ :=e %A!! 9.,ftNiG= LOC:AMIN NOTES 37° MAX. WIDTH "- 30' MAX. DAYLIGHT OPENING 11 / 13' II O.C. a I� � 4' MAX. f 1 14 1/2' 4' MAX. - +L MAX. O.C. ELEVATION "D' - 53' HIGH 'X' (SEE SHE i+ 5 FOR PRESSURES) 97' MAX. WIDTH 30" MAX. DAYLIGHT 53' MAX. OPENING DAYLIGHT OPEN; 58' MAX. DAYLIGHT OPENING 63' MAX. HEIGHT 1! 1:1 4" MAX —_.. '�� - ! t;777 TEC.. -,r. eY 7.3^F_ M.(M„^WS, : 31275 13" MlA=.. 0.C. 1 °0.7537 A tJ.3, t .1227: SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) ill 5;3' MAX. 'II DAYLIGHT OPENING 63'tvAX. HE}G'r'T 60' MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX - O.C. , 4' MAX. ! � 4' MAX. -J ELF_VAT!ON 'E° - 63° HIGH °O" (SEE SHEET 6 FOR PRESSURES) NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION I X ", 'O', "XO' 8 'On ELEVATIONS MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETJNv PAIL DETAIL SHT. 3 TYP. (2) A ¢ 37' MAX. VENT 60' MAX. FIXED ELEVATION - 63' HIGH "X0' 8'OX' UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) • ALUM /NUM CASEMENT WINDOW, IMPACT ,mob NTS • 4 12 7C4& 1 •• 58' MAX. DAYLIGHT OPENING L..SY ' P.E. Wes Ncai 63' MAX. HEIGHT ?Rf iiX;CT REVD r, roe,-dii:a4 1ththh 3e,;sq . ^.•,rtt :.; 0. 0 . . '2 7- app FMkr M.2.773- Prat312 c iGrf 26.000 -90.0 - -90.0 90.0 -90.0 -75.0 38.375 • gatilaWEitatZaltlidGE■211Mtiell- CrItialtiatliiailL10 IMITHIEERTEI EMI RD EMIG ITN IVEljgr1011 MI ED GU tin ICU EilliM36111111g1211 IFBCHEIEINTIVE1101 mograva KEt ini Fall - MEREI _CM FIIIIETIETI _ _ 11711 IVE1 M EM EMITUIMMEIlltaltua IKEIL:MENITIEUMEEME1 IIIIIIMECI IEDIECIJEDFAXIETIEDIMIEll VIII 1/11 121I -70.4 7ao 43.000 -90.0 -60.4 -59.0 48.000 50.625 -90.0 70.0 70.0 -90.0 -90.0 -90.0 75.0 -49.9 54.00 -90.0 -90.0 -90.0 -90.0 -60.0 IMEHAEIEILIMMEMEUEfIEEEMETIONCEE1 rev WEISTIVIIIMIRIVIVITIMEEE1110:11MEMMIEEIELINEBIAMINEKII OtitalemIti Ulf e filEittigaithan -47.9 70.0 57.000 60.000 -90.0 70.0 65.000 POS cG 70.0 -80.0 -90.0 70.0 -90.0 70.0 -84.2 -90.0 70.0 -90.0 70.0 -90.0 -90.0 -48.3 48.3 -90.0 -90.0 ma km irm f- IEBIEBEll ICBM ITU ECU ED 1713 Ell imcfmn maul Eln 58.9 IE I 11 1 c 1 0 Ma I - ManoramalmitannimairM GM IMIEDIE«1 wan nun= maimcf omen ringrinnon IMUMMIE111:131MIlili -90.0 60.0 -90.0 70.0 37.000 ED ON 114" TAPCONS OR 414 SCREWS IC WINDOWS TEST REPORTS: FTL-3530 FTL-3557 -75.0 70.0 -90.0 -90.0 -90.0 -69.9 -90.0 -50.4 -90.0 69. -90.0 -90.0 -42.4 -75.0 -86.2 -90.0 -90.0 70.0 -90.0 70.0 72.000 Li4aggiZatralirM -90.0 11:11 FZ 89.000 -90.0 70.0 -90.0 -83.2 -90.0 -65.0 70.0 -90.0 MrncentZU un EMS'S -90.0 -90.0 70.0 11 24.000 64.000 72.000 ) 01 , 4Ly 0 S TABLE 3. BASED ON WINDOWS TEST REPOTS: FTL-3582 FTL-3587 FTL-3729 48.000 jaEiteriV,LIEAILEMIlga- CO - 11r.cg&t:TILUtitald•LatliAdiatMLIIWZ CalLeZ WO imatmeEtwationinleitulaif bagmlitornisnumamocomowneuximmou mg ion 11111EMEEI IIIIME1101 Ian mm fl NIMI rii3SIIDEMINEEHMEIBIBEIWEI Mt EallElle EU EMMEN IMI ENIIEFIERIEHMEt13 IEE IIIIIEEIMEHEEKIESO lawililIBUIEUJIMIZIMIZEll WITIIEEIPM LEUMEIMITIEWM 53.125 A 57.000 so.r.,ao A 68.000 74.000 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 700 -75.0 A -75.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 -75.0 -75.0 48.000 -54.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4. 70.0 70.0 -67.9 57.9 -55.5 85.5 -75.0 -88.4 68.4 -61.8 61.3 -60.4 60.4 -54.3 54.3 -59.0 59.0 -59.8 69.8 -65.2 1111 -56.9 58.9 54.9 -60.0 -56.1 60.0 -75.0 -75.0 70.0 -63.0 -48.8 99.9 .4 46.4 -43.5 43.5 -75.0 53.000 -75.0 -75.0 -58.0 56.2 -53.4 -47.7 -39.7 70.0 70.0 70.0 47.7 39.7 Ca v91 ncrARA TABLE 4.(BASD ON 1/4" TAPCONS OR 414 SCREWS) ABLE 5.(9ASED ON 1/4" TAPCONS OR 414 SCREWS) GLAZING OPTION: L ALL 7..X' G ING OPTION: 0.7/15" LAN (3/18"A,.090,31181-15) ALL 'X" SIZES UP TO 37.000' WIDE x 83.000" HIGH AND ALL "X" SIZES UP TO 32.000' WIDE x 72.000" JGH TT 114" TAPCONS OR #19 SCREWS 'Tel GLAZING OPTION: a 5/16" LAM (1/8145..090,118"HS) WINDOWS TEST REPORT: FTL-3680 C. 7/16" LAMI (3/15"A..090.3/16'l-IS) SIZES LIP TO 74.000" WIDE x 53.000" HIGH MOH 1 7 ./C. '' 3/17 A REYLPE. T , ...122.4.9 1 Al f Da. GiASS `Y;; A 1 1...r 27 ft=r ; lExama. ! :V7V IS C .A.CLOGY aRe■S ...._ : Fit 3 I 9 'AGO 5:ASS TYPE E; 70 7,441.ES 1 44 1 2:=-`3G5..ri 34275 P X , 7/1072 ; - I - MOS P.1^. .....'""' m ,- .- ..... Ian; 1 ; 12/1711= ■ 1 1 ■ TEST REPORTS: F71-3582 TEST REPORTS: FTL-3582, FM_ 3729 13/16 LAMI (1/6"HS.318" SPACE,5116' LAMI-m1/8 11S,.090,1/8"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 70.0 N ore. 5 USING 3/15" TAPCONS OR 412 SCREWS DESIGN PRESSURE FOR "XX' WINDOWS IS LIMITED 70 46.7 P.S.F PRESSURES- X a XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT /J7515 «72 7045.2 C Pg()IX:CT 31:-V:Sgb egmAirg with e EAzian; Cv6 1 Pradaa; C Di‘ 2. 7.6 h >r z2/701 Sittro,,x, • OMPARATIVE ANALYSIS TABLE 6. BASED ON 114" TAPCONS OR 414 SCREWS "Cr ;i2773 OX WINTX) ' TEST EPORTS: FTL-3582 FTL-3582 F7L-3729 WIDTH G IF7N "XOX" WIDTH 0 71 1 ' A.. 6" LAMI ( .r: .09 "- " S. •14 - r 1 ' ' ,.090,1/8" ) C. 7 0'1..AMI I "' ' . 4 0 6 '''' = 116 M1 1/81-15.3/8" SPACE.5/1 5" LAMI-W/ 1/81-15..090 1/6")-IS 2s000 38.375 43.000 IZEILIMICIMMItio.UMILEtEMIZMIMIllIMI 70.0 70.0 1G, 48.000 NIMEEINIMEar camnimon, -90.0 Igirt-90.01 70.0 -78.0 IIIIIIMEREMEMEDEMMEXIMEIUDIUMWEI - 70.0 40.0 no EllEIIIMUMIEMEICIIMEUEITIMEIME1131:110 egmainwasin -90.0 - -75.0 hit 4 8. 4 57.000 80.000 40.0 70.0 -90.0 70.0 CEEIMIEDULUETIERED 11fEEIMEHENCIEnt031133 70.0 ! -90.0 EDE ItililLUBEIEHEIMMELIET 15gritajletEnfillIETIlln IEIFIEFINEIIMIWEIIM WkIMECHMIMEMICIN -73.0 ma -75.0 70.0 63.000 38.000 - En En MEI IFED 64.1 70,0 'c N G poS ingiCnEgaLE0 - 15:111EXIIECIIIIMXIMMEIMIIIIIIIMInaltilIZEHESEIEFEWMUM KIIIIMIED. -eo.o 70.0 raiiiaBninattAilEMISEIIMagar 40.0 70.0 NEG -90.0 -so.° 72.000 112111WCHEEriZZEI imemurnmpatIMEINTIZECIsynIffilliMIEEIUMEMETIIMIlfillIEMETHEECIETIIRCIIEEI 1131: . -MO 107 0 =EMI 7 0.0 no illEBIED -90.0 -90.0 37 - 1011EMIEDIEMEOMILEUIERCIELEIMillEICIUMIJEIDEICII 74 MEMKREgiiiilneaMaineffillnaniEneagjiMMIECIEI iiiii 40.0 70.0 70.0 -90 .0.0 -90.0 -75.0 4 3-8 GEEIIMMMIENCIE111M1111171 70.0 33 79 OM 11311.15112UNIIIEEIESEHMIIIIMBIDEEENI)3 INEEREIEn -75 .0 70 -7 5.0 -90.0 70.087.B 70.0 -90.0 87 Kii - 392 -64.1 42.000 43 84.000 90 115051nEnetalliailECIMEX110^1 nu -75.0 70.0 CONCIIIMOULIMMIDEI -63.383.3 -75.0 70.0 IIM IIMISAINCEIWEI153111MELIIEEICEIIMEn EX415111521:11MIEEI -90.0 -00.0 1521111011M -75.0 -so.o - 0 -ao.o -so.0 - egjErlEm 70.0 70.0 70.0 43.0 - 90.0 camEncEnit2ncont1ntE4411/111:fa1liTh1 70.0 -mo -75.0 70.0 IMAM 88.0 . IMEICHIESIMiliffilligalEIEMIEIR11110E3IMIIMEIEMIECEItn-38.4 EDIMITIMBEEnegmEnelnim 70.0 IWEINTIWEIKEI - ao.s i -75.0; 7 0.0 WEIEll 50.9 -sap rimitizrutzurgmagoatug -To.o 70.0 70•0 40.0 -90.0 70.0 IEBIEBIEEllairarli/111K3E1 -75.0 70.0 IMIElletEr1162015211EMIEMEll ErittlErligERE1121MIEEIMEI 70.o 43 98.000 10,..-..-ragormonemign _ ER inuctmaiciientamantamiumwmaikti C 113110:111/1111U110MIMEICIIZEUE111=1031E2illEMCIIIIMENEIEFE1 ERAIMEIWIlf€1111131E2E1FLEICEVIIIMIEDIEEIBUCHEn MIT!! IMIHMIZEIIIIIIEliffialintUEIEEIEMAINMEIEMILMI Wil CR 11011521111031E11E33 B.5 molFIDECUIMIEEICECIENIMIETI 70. &DIM 70t 70.0 L - 90 O -90.0 -90.0 70.0 ' 70.0 - n.o Ern 70.0 -75.0 :90.0 -60.0 -so.o RUIDEIBMEIMEMIEFI 44-8 -75.0 70.0 IIMICEINE1111115431103.1MICCINM -88.0 7o.o -Bas 50.500 -74.3 70.0 70.0 1M 44.3 -90.0 WEINEMEMIEUTIEMEI -so.o 70.0 lOri JrnINMEDEIFITTIEMEMIIKIEMED _ -56. - 45. 2 7o.o IM 46.2 xo ealtiniiiIIMUMMIERE111113Vai _ -75.0 70.0 IMIETIEMICIMESTIEZEICEBEIMENEIMENEMEI - 42 -75.0 -71 1 KO -75 .0 FAA - 85 70 -0 1E331713IMITIMETTI -40.1 40.1 -38.0 38.0 70.0 tfai 70.0 tilralki alp ViEllagi EalIWZMETIEM1101 70.0 IMEINEEME11111 am 53 ' 106 105 111:11611:111ine1ulmocuaneamenffisimimetzgrawarmintrown *rifillIMIEL1152141/111 111: =11633101MnanInEICMICEEICEIMEIEMEIZEICEEICEEIIEBEINEEI -7 8.0 11EICIEEDEM aa.a -43.4 -75.0170.0 -41 43. Inn 41 .9 -39.8 _ 41 EgniEnegmEnimmuraryjEtu ISEIKEUREHODIEMEENRICIen ITELIEDEOLIKEREEMEN -61.8 81.8 -75.0 -391 -58.7 _ _ sal 39.1 - 37. 2 37.2 LfiII lEIGIMI [ n , - as.a 58.7 -55.9 55.9 -53.2 KU 53.2 57.000:114. 70.0 ifilipENEXIIII3 -75.0. no -75.0 70.0 C -90.0 70.0 -90.0 70.0-90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -68.7 W.7 58.500 60.000 _ , 117.00 ,_ 120_ iiggliggEthimemminiEnEEEMCIEn A -74.2 70.0 -55.0 55.0 -4a4 434 -40.9 40.9 -442 44.3 -43413- 40.2 - 387 38.7 47.6 378 381 -342 342 3.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0! 70.0 -722 70.0 -58.4 53.4 - A 0 -90.0 -72 -90. 70.01MR 7 0.0 70 .0 _. -900 70.0 -794 nagaltraniMaiThMaii -75.01 -90.0 111111C11001111EINEN -77.1 70.0 -59 0169 0 gan , -60.4 ffiffilatEENKEREMEMIENIER 60.4 -57.31 IMENEVIIIEFINEMEICIUM -56.9 nZIMESEMin 55.9 ISICIUDEMEMI - 39. 2 n.2 70.0 -75.0; 70.0 KRIM -75.0 ESNIEMInnan 70.0 70.0 -67.3 s 37.3 7A3LE 7.(3ASED ON 1/4' TAPCONS OR 414 SCREWS) & 1/4-1P2-1 XOX" WINDOWS GLAZ!ND OPTION: 0. 7/15' LAM] (31161-15,.090,3/161-13) ALL "0" SLZES JP TO 60.000" WIDE x 53.000' HIGH AND ALL "X0X" SIZES UP TO 120.000 - WIDE x 63.000' HIGH ' D.,- .K 3n7.1):1 ■ A 1 R:7VISE - Mal. GLASS I TP:SS A 3 :: L ,....■37. I r A:. SayiG3 ! 3 i POD GLASS TYPE E TO TAGLE "Derv...ey 'De, reeeeeveree . .K. 7/7323 , C I. Cnititre... ,. .e.te D'HS27 i .a'.. b, F.. 12/773a2 , ■ I • 1,77G T.W.efre/VOL 73Y ACitelife73, fl ?e'3 P.O. MX t5;15 NOKCAPS. Fi 34274 TEbT REPORT: FTL 3050 Brn.cr -90.0 70.0 iWiSSLIPES- 08 114-112-1/4 XOX CONFft3. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT D=a ze. t.eDea CA.74 I NTS t 12 7045-E 0 4 1 1 1 2 4 0 I x 1 NOTE: IF USING 3/18 TAPCO4S OR 412 SCREWS DESIGN PRESSURE FOR "O' WINDOWS 18 LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR 'XOX' WINDOWS LIMITED 70 41.3 P.S.F. PRODUrr REY MD • n's Ina ?Vim witti ibs Fezntlia 1.1 II: .-M4;4 . 3 Li/ ! Min 4 In,' .... /7 - 1 Tar., E. COMPARATIVE ANALYSIS TABLE 5. BASED ON 1/4' TAPCONS OR 414 SC PIA/S) ")CO" OR 'OX" 8 "113-1/31/3 (OXWRDe 'T TEST REPORT: FTL-3582 "X0 'MOTH "XOX wIDTH 6 LAMI /8° • 090 12' ... 28.000 31.000 ' 35.000 38.375 /MEM 48.000 50.626 54.000 57.000 50.000 63.000 IZEIII:Et -750) 110211-1 - adilf, -75.0 70.0 -75.0 03 -75.0 EnEnEnEnEnsgra 70.0 -75.0 70.0 - -75.0 IIMNI En -is.o 70.0 - 37.000 55.500 Emma 48.000 72.000 Elm 70.0 -75.0 70.0 -75.0 70.0 -75.0 Ell -75.0 En -75.0 lin -75.0 Ell -75.0 70.0-75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 13 -75.0 70.0 -75.0 Ea -75.0 En -75.0 En -75.0 En -75.0 En -MO 70.0 maEn, -75.0 70.0 -75.0 70.0 -75.0 70.0 79.8E6 r3 -73.0 En -75.0 70.0 -75.0 70.0 -75.0 En -75.0 70.0 -75.0 70.0 -75.0 En -75.0 Enema 79.0 -69.5 Eft 62.7 -87.5 -604 En 50.4 56.000 34.000 In -15.0 70.0 -75.0 Eli -75.0 70.0 -76.0 Ian= 70.0 -75.0 EXIMMI -67.7 87.7 -84.9 34.9 -62.7 50.000 90.000 el -75.0 70.0 -75.0 EamEaniii 70.0 -75.0 70.0 -884 68.4 -63.9 1131 -60.0 EnEgEnen 55.2 Erma -43.1 ing 40.3 54.000 mow El -75.0 En -75.0 70.0 -75.0 En -75.0 70.0 -71.1 E■3 -81.5 CM -58.9 EnEurn -53.8 -49.4 EnginEnraing En -45.9 45.9 67.333 101.000 aim 70.0 -75.0 Ea -75.0 En -75.0 70.0 -65.4 En -582 En -55.6 Emmen 70.917 106.375 El -75.0 70.0 -75.0 70.0 -75.0 Exuma 70.0 CMG -65.1 55.1 61.6 EaliginEn -45.a 45.5 mom -40.3 72.000 108.000 glIESIED .75.0 EiEnfamournagEnnargarznEinmEn 70.0 -75 Eli - 70.0 - 50.4 50. EIEICOMEME11331(11110E112:1103 -49.9 49.9 -46A 46.4 -43.5 422 43.5 EnEKEErn 1E1E1 39.7 39.6 74.000 111.930 TABLE 9. BASED 0/4 1/4" TAPCONS OR 414 SCREWS) "XO" or & - 1/3-1/3-1/3 XOX" WINDOWS REDORTS: FTL-3582, F7L-3729 GLAZING OPTIONS: B. LAW (1/0"-16%.090,1/8145') E. 13/16" LAM (1/8"HS.9/8 SPACE.5116° LANII-W/ 090,1/511-0) ALL "X0 OR 4ox. vas UP TO 74.000° WIDE x 63.007 HIGH AND ALL "1/3-113-1/3 xor SIZES UP TO 111.000r WIDE x 83.007 NIGH 'TABLE 10. {BASED ON 114° TAPCONS OR 014 SCREWS) °X0'' or'Dr & 9/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. Thr LA44117)15•A,a1),3/161.161 ALL 'XO" OR 'OX SIZES UP 70 74.000" WIDE x 63.000" HIGH AND ALL 1/3-1/3-1/3 XOX' SIZES UP 70111.000' W9)9 x 53.000' HIGH NOTE IF USING 3/15" TAPCONS OR 412 SCREWS DESIGN PRESSURE FOR 'XO' OR 'OX' AND "XOX' WINDOWS 3 LIMITED 70 41.3 P.S.F. P..... 71 ...ES 1 0,...{..= %AP A SLAST 77 A af F p.. 711= ; :.: Ps* r.i-AvG?. 77-a..; 5.7.fr7"..FT a,-,, 9, .. -:......., or ..:.., 12/7 7/02 i PRESSURES- Xa OX, 4 113-13-1/3 XOX WINDOWS 7= TECWOLOGY r.Riva" ; ftal9".;iS, •.1 5r.in 77 -. 1 p. s , „,,, I ,=..r........ ALUMWUM CASEMENT WINDOW, IMPACT OV 1/4,-M.,9. B.,, C.eler, I NM'. I ...r. 7 . :I2 7:345-3 I 0 Sa=; I ,= Mawr 1.1.• 3 I 3 0 x 3 7F. COMPARATIVE ANA' YS!S TABLE` 11. BASED •N 1/4" TAPCONS OR 414 SCREWS "XO° or "OX" 6 "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3560 FTL -3532 FTL -3729 (316A..1c.,T 6 ") 0 0 J: . 15 ,.790,1!8.,. j B. D/ tr .�.. "5�a•o 1 . Sj • E.. 13/16" LAM, 1/8 "HS.3/8° SPACE 5/15" LAMI -W/ 1/8 "HS .1 • 1/8" S VENT WIDTH 19.125 FIXED WIDTH 31.014 "XOX" WIDTH 69.264 24.000 32.000 54 -627 e t IIMI t[ © a 1 -74.1 70.0' IIEEDE '- IES"1 • +6Ff+7 IRD 70.0I•} .CROLI eugj 11r 26.000 83.000 iffElnki •• -53.3 II -75.0 1aINX1 at r t --- IEBIEEDIWIE/11111 -33.4 EXI ' %50.4 50A IMITEEIECIENEXIKIMED IIM© ' * 1590 t a © a r 70.0' -75.0 EMMEND -75.0 70.0 !mini _��._ EL90 NTI . e' ' r a! -90.0 n-00.0 r r r t e 1 + + DU1 36 QfiUI IIEE 31' IPA- - 40: 1 140® 134 A -75.0 -75.0 70.0 -75.0 a 1 • 90 Q . t 1 f f t X 90_0 a• K t - I -90.0 70.0 •; • -75.0 70.0 • r r a • Q 1 1 ; -90.0 70.0 -90.0 90.0 NIIEI I -!*.0 70 : - 90.0 6 1 _ 90.0 En ` -87. f t 1 0 _ MEI 1 r ® - - -50.4 50.4 I' ' EB CEICILICEE �' C.1IQM' 31I �° a A -75.0 35.000 -90.0 -90.0 -75.0 70 -0 43.000 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75. 70.0 mo 90.0 EilIAEREP/MBEAENTEMEFEEIEMEI EZHIMIEVEI IIN�,Z FC]fj•I N 391 39.7 I 'QI ®+Q'l ®I$il 36.7 -35.5 M E r • s r ©LED -75.0 70.0 ® • 1 : -75.0 fal -75.0 70.0 liENEMEMEITIENCEINKI EIMER -90.3 70.9 -77.1 70.0 - 6 6 7 . 3 5 7 . 3 - -53.3 Megan I 50.625 54.000 57.000 -90.0 00.000 -90.0 70.0 -55.9 56.9 -53.0 53.0 -50.5 -90.0 50.5 70.0 36.9 70.0 -031 63.1 -33.71 33.7 -50.01 50.0 95.973 103. , 123.130 34.000 66.135 130 130.37 134.000 4$.649 ffiaI a 1 -75.0 70.0 tial 70.0 -75.0 EME59111a1MITIDIC521CIFLIIINSIEBECI Q • r ! r i r ` a - `• =90.0 a' -84.7 70.0 EiM 70.0 ; l 70.0_,-9.9 7 taigligial EllEMIUMUIT-49.9 49.9 - 46. E IMI' � ' � - i M M:® + • • 1 -75.0 IMETICIINIIISMICEIMUIECHINMEMMENEXIBECINXIIIMIDO = 90.0 ©I ! ! -90.0 NMETEISTI -78.6 ! t -- IM aI, T' --_,, �[ I MIZ��E�/4SIJ1 J�1 . ** 1 �-4 48.4 I ; ���� I + ��� ��i��C�77� II !� ��� � F � ��[� M N t f aiCA•J111 s 1M1 a 1 ME + ii�d tiCd:/f7rd;J + + i ii UIFIDEZ • •,MEI 1 + C -90.0 KU _, -90.0 { • . - ='t.0 70.0 700 b ! ' _69.4 68.4 WAP_ 431.0 61.0; - 8.4 58.4 - 55.7 .7 0 itarf0. 0: -48. 46.8 -43.8 43.6 47.9 47.9 - 44.3 44.3: 41.1 4 1.1 - Emeak ® 8 £ © • + ',© + + IO I -75.0 �� 7 y fl � fl } � ' a 1t TI I IM ]' j ® 1 1 I 1 1 I • • -90.0_ • _1 t t f ^ t 1 1 E_TIJK' f t ` EILICCEIM ,,, ..1 t . IO'If#2 • 1 menfi �mI 41.8 -40.2 40.2 Kra lil 35:9 95.0 35:0 -E.0 ITT -82.8 iminatiimEREIMIC41111M -59.2 taWriEl3Mann cm mama A 74.4 70.0 l 43.8 ( . '.t riarlealgainaktENIUMUM 3 -75.0 70.0 IWEIND I1 k7 -75 0 70.0 Ilikrian -75.0 70.0 iI•kI� • • 1 1 II _ [•I__-M -90.0fjfl -r9.9 70.0 IM ®I II!MI• ll Si 9 o1.9 Q . • MEIMI £ I IMEZIEHa -4 0.3 40. -32.8 33 8 -37.6 37.6 MtgQ 34.3 E ..OWEI ttlD ©' L 3 3'0X" WINDOW WIDTHS EQUAL THE SLIM OF THE VENT V/iDTH AND THE FL`tED WID iH. TABLE 12. (BASED ON 1/4' TAPCONS OR 414 SCREWS) "XO" or "OX" 8 'XOX" UNEQUAL LITE WINDOWS TEST REPORT: F TL-358Q GLAZING OPTION: D. 7/16" LAMI (3/15 °HS,.090,3l16'HS) ALL 'XOX" SIZES UP TO 134.000" WIDE x 53.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 5 MAX. FIXED WIDTH AND 90.0 ! 70.: ALL 'XO" or "OX" SIZES UP TO 97.00:7' WIDE x 33.000" HIGH WITH 37.000" MAX. VENT WIDTH AND :0.000" MAX'. FIXED WIDTH NOTE. IF USING 3,/13 TAPOONS 0.°, 412 SCREWS DESIGN PRESSURE FOR "XO' OR 'OX' AND 'XOX' Vi1NDOWS !3 LIMITED TO 41.3 P.S.F. ,..„, a -K ('013 ' a i ?'"5: TA1 11, G..4. ^rFT8?8C -- , PRESSURES- UNEQUAL CONFIG. XO, OX d XOX FF.'S. 1 3 :25/M j 8 I ADD;at. W a ?C, TAal3 r; NV&Zfe. • s #� tv 1 =x ." l iinmxl i ..,==. � . -. a_ rrrs.s ,.: 3a: ° - i I ''. .ALUMINUM CASEMENT V':INDO' W, IMPACT , as ++aK a NC:Az: ai FL:4274 Vi,ibry F,,:‘,.., I'' ( l'..' ! +o la- y.K , 7Jf7KR �� c:.x� ! NTv I c 12 7045.3 X UNEQUAL UTES X 0 UNEQUAL LITES 0 0 X UNEQUAL L TE$ ?RODUY T REVISED s)coG )g-g sdt'h g*e ilatb asidin E.yi�»s:a 13 . e" ,9 ?4G/•, 3 e 358271 1r�rra -�^ 41 ui 4119 MAX. HEIGHT 1 , (SEE St-ITS. 3 4) ; I c VERTICAL SECTADN OPERABLE UNIT Axes arr 2 O 1"...Y0 77413 a) . racr 2 ADO al-AZ:NU BEAD rrrit FA_ Z10 •C 7O2 MING2 lAas altt jc, I 12/17;02 i I I MAX. VENT j ....... DAYLIGHT I OPENING — I (SEE SHT. 3) MAX. DAYLIGHT C7-ENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) 0 MAX. VENT DAYLIGHT OPENING . I .1 L (SEE SHT. 3) 7 4J0 ! s-1 ! ( 51 REFERENCE 'XO" & X= FRAME ASSEMBLY DETAIL, SHEET 10 ASSEMBLY DETAIL, SHEET 10 VERTICAL SECTION FIXED UNIT MAX. FIXED LrrE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT L DAYLIGHT OPENING (SEE SHT. 4) -.,----- MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX 41 LI I J 34275 SECTIONS Tin t7_., . _ -73;;;.....! ALUMINUM CASEMENT WINDOW. 04 iM 5.8 PACT i .,.,' 1 _-427. yi,i;i &;,-, a:17W :r>. 1 S•ce 1 ...a . 1 7.. , Ivo ;TOPIC/LOGY 1X-7 Vt- 1 NTS! 9 -12 I REFERENCE °XV & 'XOX " FRAME 7 - REFERENCE 'XX' FRAME ASSEMBLY DETAIL, SHEET 10 PanDUCI'REVMD 93-tmt6 nBh 31 f.7 NdEisp rc--12 acraWa - - 1ftdm4C=a1 P.5 FRAME ASSEMBLY TUSE,MAT'L: 60833 -78 #12x1 PH TER SMS 13' MAX. O.C. Wi (2) SCREWS 3° APART AT MID -SPAN "X" FRAME JAMB 'XX" FRAME ASSEMBLY DETAIL r ° X° FRAME JAMB #12x1 PH TEEK SMS FRAME ASSEMBLY 13° MAX. O.C. W! (2) SCREWS TUBE, MAIL: 6063 -T8 — 1 3° APART AT MID SPAN "X° FRAME JAMB 1 1 j f -- °O' FRAME JAMB FRAME HEAD OR SILL —, "X0" & °XOX° FRAME ASSEMBLY t5€ TAIL #8x1 QUAD PH SMS PER CORNER '•\ MAIN FRAME ASSEMBLY DETAIL zl z Flt. I2,1 /I'7 .i %=H"3FRAME A.Wr.c,z= SCREW SP. C:ry' 9 I AD Chs2YC'- MIS SNZE 3 aaaav Ina ' C.. .WCc 71113 a. �.x. 7U17111 SASH FRAME ASSEMBLY DETAIL — FRAME JAMB NOTE: AU. ALUMINUM SHALL BE OF 5083 -T8 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL as a I 1 1 I NOM. H 1.159° 2.139° CD SASH FRAME HEAD, SILL JAMB MATT: 8083 -T8 DWC-# 7003A 1 .082° NOM. 2.784° --J i 34 FIXED FRAME HEAD. SILL, JAMB MAP'_: 5063 -T5 DWG# 7005A 1 EXTRUSIONS ASSEMBLY DETAILS 1,070 r'C :' 9427.5 P c s ,yes _� A! UMMNUM CASEMENT WINDOW, IMPACT ac 274 1i' Tao ' TS ! Iicsa 15 a' aL 10 :2 ! 7045 -3 .082' NOM. rr s -- 2.784" --�-1 FRAME HEAD SILL, JAMS MAIL: 8083 -T8 DWG# 7002A 2.919' Lr3 A. Tu'RY. ? c "' i532t'1 :xci:rJC_. 1 PARTS LIST ITEM DWG 0 POT. 0 i DESCRIPTION 3 5 7 70024 1135 1 731PQA 7008 7003A 8 7009 .8X SQUAD PH SM Li.B WEATHRSIRI.ti SAS31 CORN KEY MAXIM MULTI-FONT 1135 73i?QA S 701? 67037K .187X.240 1 2 1810.24 X .552 PH. ?N. TYPE F 9 7024 LACK 1 7025 .00R SUPPORT PLATE 33 14 7013 135 BAR GUDE 15 7015 11E BAR ASSEMBLY 17 7727 MAXIM DUAL 03334 OPERATOR 16 7028 MAXIM DYAD OPERATOR 18 7030 Io9233ATGR GAS' .ET 19 20 I 21 22 12 7014 X11171 -LOCK KEEPER (R R & La) 1137 783 73PPSM5 60 X .873 N1 PN. SMS 26 30 32 33 40 7031 STUD )030200:: (L.11. & R}1) 7032 4 7022 7033 25 7623 31 7036 41 7042 1224 517247 44 1 4 3 46 50 51 52 53 54 55 57 56 69 70 1634 7006 7040 1535 1 333 7912 710•3279 61633K 60976 76412FSTW/B 70040 67004 712X! PPi 7011 1:NANN ERASE JAMBS 08 X 1 QUAD PH SMS FRAMF. CORNER ?MY ( 12'X 1,2'X1/8° CLOSED-CE.L FOAM TAPE SASH - TOP, BOTTOM & SIDE RAt1.S IBACX. NG PLATE 78582-A X 5/3' FLT. PHI. SMS 3342 X 375 PH. FN. TYPE OPORATOR TRACK & 1.03£3 (DUAL ARM) SNAP-ON. 12' HINGE (IEAVY DUTY) 930 X 100914. P111.. 7/15' LAMINATED (NA & 1)0135 GIA�i .090 00348 L LAYER - SOLUTDA GR DUPONT PVB 5:15' LAMINATED (06)06 & I /8315 GLASS) .090 INNER LAYER - SOL3TOA OR DUPONT PVB 7 / IF LAMINATED (3/1M 43.'1611.3 GLASS) .090 INNER LAYER - SOIXTIA OR DUPONT PV3 7/16' LAMLVATPD (3/16H8 & 3/16536 GLASS) .0901 1.48E33- 501373 4033 DUPONT 983 G1 A73?I0 BEAD (5/76') LLAZ1NG B£AD (7/16') VNYL BULB WS (TRILL) 1SILE 0N0 - D09/ CORNING 899 OR 995 I94.4A30ND 6163K SS1T7714G BLOCK SCR'r.ION FRAME 1EN CORER KEY $C81£ CLOTH 'SCRET1; SP1046 - SE8_RATE0 jCASF.SI . T SCR- .i'Ol; no 150 X .300 SQ. PN. T5X SMS CAS£MEiv7 FRAME 0S9Y 1133E 412 X 1' Ti 9311` 7871 1. OCX SL ??OR7 PLATE !LOCK SP 71 7010 711573 IS3A.' -ON T :-L4NDL=. NOB 72 701E 771.0303 371)101310 HANDLE ..X 13/7]9„" IA • NO C/30 i -=.i-SHEET fro 3 333303 3 5 Az 1.61//.0 01413530142745 35 - •c,61y :aa.' 1 7.30 1 NI roa ., 133 (3.3/, ? TH:/35p. j m77 , _- 7L01/ 3?r9 /t 34275 PU;rg29 M".40,4£ R 33274 ITEM 73 74 73 80 81 82 83 85 86 DWG r 1 PGT. 7025 7016 708340 7i8 X .750 Q3MD Pi SMS 70050 1155 7010 7507 7047 781FQA 67407 13/16" DESCRIPTION ; A.Y.Drl SINGLF. LOCK 510E LOCK KEEPER 91XE0 WLNDOW FRAME - HEAD, SILL & 301 98 X 1 QUAD PN SMS FIXED FRA■S CORNER KEY INSTALLATION 31019 COVER G1AZD4G BEAD (13/16' LG.) 10. GLASS (I)r750 SPACE,63161.AMO 3/36' LA143 (2 LITES OF 3/8'7-IS GLASS WITH AN .093 041rR LAYER - SOLiTP1A OR DUPONT FVB .708' .050' 5/10 GLAZING BEAD MATL: 8083 -T8 DWG# 7036 .865 7/16' GLAZING BEAD MATL: 6.Oo3T5 DWG# 7042 50 j CASEMENT SCREEN FRAME MAIL: 5063-T5MAT'L: 5 DWG# 7008 —o I .177 �- .570:_jr oar .559' 0 13/16' GLAZING BEAD MATL: 6063 -T8 DWG# 7047 --� 1.124"!---- ^ 1 .125' ---I � .052" .040° INSTALLATION HOLE COVER MA7'L: 8083-T6 DING# 7007 2.701" .2133' ( 5' CASEMENT FRAME ASSEMBLY TUBE MATL: 808375 D t 7004A T. 289' PEO111.1T RP/MD 23 ta+a+PY14t viu tae 52"42 IlaP310; C°. Am p.= N PARTS ? IST 0 £X I JSiONS ^- LL /M.IN'JM1 CASEMENT W1N7rJ'N, IMPACT i � lea � .ti la,. L A 1; a = a7v � NTS , "? '2 � 70494 � V uaca_N:a APPROVED WOOD BUCK 1 1/2' OR MORE THICK (SEE NOTE 2) SCREWS 1/4' MAX. SHIM #12 OR #14 1 1/2' I EMBEDMENT OPERABLE. UNIT FRAME TO WOOD BUCK 1 1/2' OR MORE THICK 1/4' MAX. SHIM 3/16' OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: APPROVED WOOD SUCK LESS THAN 1 1/2' THICK (SEE NOTE 3) — 1/4" MAX. SHIM --mot 3/16' OR 1/4' TAPCON (SEE NOT 1 BELOW AND SHEET 1, NOTE 4) OPERA3LE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2' THICK 1/4" IV1AX. SHIM —I r- 3116' OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) . . ACP 1 1/4' �. EMBEDMENT APPROVED WOOD BUCK 1 112' OR MORE THICK (SEE NOTE 2) 1 1/4' MAX. SHIM j #12 OR 414 SCREWS 1 1/4' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR MN W TA. ?CONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1,'2' OR MORE HICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK ICK TO SE ENGINEERED BY OTHERS. 11: i •I L_J 1 1/2' MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2' OR MORE THICK J 1 1/4' MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2° THICK (SEE NOTE 3) — 1/4' MAX. SHIM 3/16' OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL IDET ATE APPLY TO HEAD, SILL, AND JAMB. 3: 1 — ? . r.X 3 1 A ADDE'Z x,a oCP_.•HyTON aA1CH^,'�i,Gz DETAILS ?: 3 3 .W CSANGc ”:13. SNr= ! • HOROtw. Z W75 I J 1 _ n i �` Pa) cra+cE n a sr.- =o -M ,VS I : ALUMINUM CASt7J��n,'EN 1 WINDOW, IMPACT .�°^a- - — -3 r c_5 .r.,;caxi;. :::a7� ✓sie.[7 •:_-, f - x, �� •..� mac .•. Fx 1 '2 ' 12172 1: I I a._7do I ?WS f 12 12 i 76454 i C 411/4'! EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112' THICK -a: x: r2r3^a am ' y _. Dab ?rya C "3P4 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 7/ —X 7 2 ' -0 /+ - 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: n'1 t CAA (x (11 La To 1r S.Vn s F 2. Description of improvement: 3. Owner(s) name and address: 10-70 e Interest in property: C W L, Name and address of fee simple titleholder: 4. Contractor's name and address: LA) W s`- • 1 ' n — G\ 11 0 )l - Si"- t/"\\ a 01 \ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 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: 8. In addition to himself, Owners designates the foll wing person(s) to receive a copy of the Lienor's Notice as provided 9 9 s I () PY 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 djffe1e • ate ' specifed) Signatur:,of •caner Print Owner's Name k1 /c ///qeL J. Prepared by Sworn to and subscribed before me this 9 day of DEC- , 206 5. Notary Public ky. `I LA-L. .7j,(kl- 0 G„,Ue... Print Notary's Name W\%11 ` "JFv�l+�1 tie) (-7,0.r\ Mona Smi n• �� My commissio i omniiscooa D007 723.01 -52 PAGE 4 fi o, ' ♦p Expires November 15, 2005 u , �r CFN 2003R0922349 OR Bk 21900 F's 4508; (1.c3 9 ) RECORDED 12/12/2003 14:47:44 HARVEY RUV'II'ar CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE 6AAPIt9 S \"- 33\L.L i.li■ ar%x.us Acor Address: G `i Z--c4 n 1 6 . 04 t F L-- 3 3 1 4 nA, COU',r'r o .MATE OF i�LO;;: HFHEN Y (;Cr<; t 1 11 .:( IiPs iS H frtlu L /'1.,.. C 1 I Il l 11 1181 Iilli 1111111111 1111111111 II I{ II I I ag t4 ails (0140 Owner's Address _BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Build' Electrical Plumbing Mechanical Roofing ,} Owner's Name (Fee Simple Titleholder) - / / /G�e /hi' t t 7 e Phone # �D Z -3 /070 l% 577366-T City' / / Si 2 State c- /i¢ Tenant/.Lessee Name Job Address (where the work is being done) 54114 City Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO_ Contractor's Company Name S (Le-ve re, (i..) 1 IN Q ©11.9 sPhone # 3 ©1 S ! 3 r 070 5 Contractor's Address (1 ) 9 g 2 4 Al 1.fJ 61 5+ City INV am 1 State F L Zip 3 l& L Qualifier. ° Pir \ 0‘&111 k p ron Architect/Engineer's Name (if applicable) - Phone # .Architect/Engineer's Address City State Zip $ Value of Work For this Permit 1-} g 00 - °® Number of: Bays 1 ..Stories / Families / Bedrooms .3 Baths 2 Type of Work: QAddition ❑Alteration [Dew ❑ Repair/Replace ❑ Demolition Describe Work: 1 CLi 1 \\ CI LA) 11r\ A7LQS DOOIL 5 — A c itJ c e,c LJ 5 Icy ' H aw25 1 - - D ' t 3770 U "`` a * * * * * * * * * « « * * * * * * * * * * ** Fees * *,► * * * * « * *** * * * * * * * * * * * * * *. * ** r ..,� . County Escrow Fee $ C) Permit Fee $ 6.;,.. /0. — Notary $ — — Education/Training Fee $ / t 00 Tech $ i 'G. _ canning $ 3 Radon $ Code :Enforcement $ Bond $ Minus Plans Check Fee $ 5 — Total Fee Now Due $ Miami Shores Village; mEcm)"va Building Department V 2oo4 l// 5°1A050-14 _ - � c hoses, Florida .2nd Avenue 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Zip 3 3/v4 Phone # S $ 3 Permit No. BP2 — t8 Master Permit No. , /' _ 293 Square Footage Of Work: &00 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectio will not be approv- s and a reinspection fee will be charged. Signature Owner or Agent Contr a ctor The foregoing instrument was acknowledged before me this 1 0 The foregoing instrument was acknowledged before me this 1 day of ki OV , 20 e 3 , by day of WOO , 200 3 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. chc7nros NOTARY PUBLIC: Sign: Print: YN, et\ a. APPLICATION APPROVED BY: S tuU Srv,f4''1 0 eiacr Signature NOTARY PUBLIC:: LI Sign: Y"I y Print: V c rt et as identification and who did take an oath. DtkUL 5►ti+4,‘L, QLa ( My Commission Exvieg Mona SmMh-DModf .v' Mona Smith - Deleon cf , • 90 My Commission Exp `' * * * * * * * * * * * * * * * * * • *, *,�t OD D *�F� r,t *r* rt ** r * * *************************** +* • MY Commi * *on DD072699 0 Expires November 15, 200 w 1� ven er t5* Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************* 4**************** * * ** * * * * * * ** ** * * * * * * * ** * * ** * * ** t************ ** * * * * * * * * * * * * * * * * * * * * * * * *1 * * ** NOV 1 7 2003 Plans Examiner Engineer Zoning BUTLDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) TY\ 1 C\1 A O'l r Dc\i.u) VI) Phone # Owner's Address 1 CPO N L 6 S l.D &r City in ■ arm■ 9r■ot a S State L_ Zip 3 3 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) ( 0 0 Cjty Miami Shores Village County Miami -Dade Building Historically Designated YES NO -' Contractor's Company Name Contractor's Address LO 019 City_ v1) r■A Qualifier YYA A.a.A `n $ Value of Work For this Permit Miami Shores Village Building Departme Ga State F 1--- Lyfa S Q '_" Q_ Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State J - 0 0 , ° Number of: Bays Stories Families Type of Work: DAddition ❑Alteration :New Descriibe Work: `rn Permit Fee $ Phone # Zip Permit No.e? 2 t) l 8 ( 0 Master Permit No. 131 2etV3 - 1 9 - 1 Zip Square Footage Of Work: Notary $ r� RO N.E.2nd Avenue Miami Sho Florida 33138 - �• —o'T l: (305) 795.2204 Fax: (305) 756.8972 305-513 - - '3 31 U l..i * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone # Zip 1 H Bedrooms Baths 'Repair/Replace ❑ Demolition County Escrow Fee $ Education/Training Fee $ Tech $ Scanning $ (� Radon $ n Code Enforcement $ Bond $ Struct. $ n c Minus Plans Check Fee $ Total Fee Now Due $ 0 0 3 r( tinued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, .CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a buildin promise in good faith that a copy of the notice of commencement nd construction lien law brochure will ll be delivered to the person 7 whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /el,/ Owner or Agent The foregoing instrument was acknowledged before me this l q day of — SA" . 20 D4 , by who is personally known to me or who has produced NOTARY LIC: Sign: y� w Print: P) pr) Ct. My Commission E * * * * * * * * * * * * * * * ** chc7/7 /03 APPLICATION APPROVED BY: As identification and who did take an oath. S.dt Da 5 Y-A\t'i neon Smi p -Odarf • My Commis60_ 00072899 g (2, r) Contractor The foregoing instrument was acknowledged before me this 1 day of 5 01.21 , 20 oy, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: D Q_ Print: 6 ,x . 6 )7400 15 keon 1D Q L ff d � My Commission Ex' ; My Commission DD072699 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Sign: \-1 1,N% ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JAN 212004 Plans Examiner Engineer Zoning ate v PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY wner's (OWNER TO RETAIN COPY) FLORIDA33138 / /Q6 of `/ , fi a ,�� 3/31/92 Job Address 1070 N.E. 96 ST.MIAMI SHORES Tax Folio egal Description , aver / Lessee / Tenant Dntracting Co. ;aalifier Master Permit 0 L4 7 6 5 &5 331 / FLORIDA 3338 q 4-4-0 Address / 4) - 26 / A--- )(7 � (7 2 );''''MIAMI SHORES. Phone J 5 l Q SECURITY WINDOWS/ SEYMOUR GOTHELF- CBC ; 9454- tate$ CBC 9454 SEYMOUR GOTHELF -CBC 945 SSO rchitect /Engineer Address _ending Company Address irtgagor Address °rmit Type (circle ones BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGt1 DRK DESCRIPTION REPLACING 1 JAL WONWITH 1 ATW IN EXISTING OPENINGS. quare Ft. 16:19 Estimated Cost 217.00 \RNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU ITEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE - CORDING YOUR NOTICE OF COMMENCEMENT). iplication is hereby made t� obtain a permit to do work and installation as indicated above, and the attached addendum (if applicable). I certify that all work will be performed to meet the andards of All laws regulating construction in this Jurisdiction. I understand that separate rmits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. NER'S AFFIDAVITS I certify that all the foregoing information is accurate and that all work 11 be done in compliance with all applicable laws regulating construction and zoning. rthermore, I authorize the above -named contractor to 8lo the work stated. MI! AELMAXW L- OWNER. Rnature of Owner and /or Condo President te: ' -ary as to Owner and /or Condo Commission Expires: WIT FEE: APPROVED: Zoning Mechanical Competency0 NO STRUCTURAL CHANGES. President Fire Buildin� '/ Electrical Plumbing `i �" / ) -!lam Address 5100 N.W. 72 AVE. MIAMI, FLA 33166 Ins. Co. Engineering p 1 9 /4i T •1 :2 4 a 7 c 591 . o.ci :i.:0 = null i = - - °TH = =CBCfo r ' � � " _A1- 780 -3! -281 _ s t o Contractor or Owner- Buildej - o . .p iqn Exp "eras: s a S ST Not COMISSION EXP ULY 25, 1995 - Iomp GENERAL INS. UNJ, OP IT, Date Job Address 1099 NE 96 St Tax Folio Legal Description Miami Shores Owner / Lessee / Tenant Weiss Master Permit # 3ro0 Owner's Address Contracting c Wrono Enter. Corp. Qualifier Bruce McPhee State # CGC 056663 Municipal # Competency # Ins.Co. Architect /Engineer Al Farooq Corp Address 1235 SW 87 AVe Bonding Company Address Mortgagor Address Permit Type(circle one):(BUILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION Square Ft. Vili 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. 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. Furthermore, I authori the above -named contractor to do the work stated My Commis ** * APPROVED: PERMIT ilitPPLICATION FOR MIAMI SHORES VILLAGE' Zoning 1099 NE 96 St. Sigiature of owner and /or Condo President Date: V Notary as to Owner and /or Condo President FEES: PERMIT Nr►IP 0' RADON Install 9 rolling shutters and 2 aluminum Panels 1 1 ._e c1 .. NO'. j,i 9LOVOEDO ON NOISSIMADD VQ1110113O31.VJS one fld A V1,ON IP11f19'lDtaN V113 V3S AIV1oN "IV1 l:i • qcm Mechanical Phone 754 -0564 Address 211 NW 5 Ave Phone 930 -0088 Estimated Cost(value) $8410.00 * * * C.C.F. Fire Build.in ignature of Contractor or Owner- Builder Date: NOTARY )?.321„_ as,.-ta...Cantractolr. or O w ner- Builder My Commission Expires: ( �- Plumbing Engineering_ FICIAL NOTARRY S ' E ELLA 'N11tBU{��� f�P�.OR1J q a6 R 1D ** Other Electrical 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 DADE: 2. Description of improvement: 3. Owner(s) name and address: WE i s s Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 6. Lender's name and address: 1099 N 96_51_, Install Hurricane Shutters Miami Shores, FL 33138 1099 NE 96 ST. Miami Shores, FL 33138 Wrono Enter. Corp. S. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 211 NW 5 Ave Hallandale, FL 33009 9482578 12 1994 MAY 26 12:27 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: Miami Shores 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: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor'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 different date is specified) Sig of Owner Print Owners Name Notary Public . Print Notary's Name My Commission Expires: Shirley Weiss Sworn to and subscribed before me this 4 day of Ma 19 94 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY Chat this Is o truo cops, of o ina�filod in Ohio ofrlco on W?NESS ms, h.,nd and Maio Soot. V ,CLERi! of Circuit and Coon >\ SEAL ELI.. N _1LXE r F!:O!:ii7A MMISSIONi ri0. CC?').;07o I Prepared by: WRnnn F.ntpr_ Corp_ 211 NW 5 Ave Address: Hallandal FL 331109 123.01.52 2193 Page 2 lMPO TA NT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFI AVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIC)R DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed .all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor S A TYV adi AA Signature of Notary SEAL: Gbi'xweu Sint e of Florida K FOREMAN * MY COMMISSION # DD 082527 EXPIRES: January 11,2006 Bonded lbru Budget Notary SeMees I -DADE Signature of O , er Air Print Name Syyom to and subscribed before me this day of 1_u QitC_ _, Personally known OR, Produced Identification STAT Signatur of Contracto Qualifier Print Name orn to and s 1.-d before me this Signature SEAL: PERMIT APPLICATION OF MIAMI -DADE f Notary Put toms lgagn *,1%,i1 *My Commission CC775904 t,o Expires September 16, 2002 Personally known OR, Produced Identification Type of Identification Produced: Type of IdentificationProduced: CONTRACTOR Name E A P Go thug eih ue tors,r� License No. 62 65 p a rl l Address 7302 /Ut ei 70 ST: kb' amr', FL. 33J() Telephone 305 - 8 83/93 Fax 3O5 - S j8 3_5 Qualifier Name p eck() Area c PROPERTY OWNER Name , i tf . /,l ✓ cL Address / /O 70 Ale � ` �l l,G Illrrv! r gif 51. f-I 3/ 3 Home Telephone 3dc i 745 q . 2-141 Business Telephone 34p51 -yam _ l ¢( O Fax G ) 1 - ' 1- 4 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair / V Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Nliami Shores Village: Step 1. Complete the attache • permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allowifor a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: / N r6 96 5ireof /elf V Address Apt. City - 32-0(01-0t4- - io Lot 8 f'E B10 k Al • Subdivision Air sec 3 PBS PG37 Folio Number Current. Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other I A i/ 6 PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax escription of Work /e2 oning_- Square Feet Value of Work State PERMIT APPLICATION Master Permit No. Subsidiary Permit No. ,Pr' c:9-0Op-) • .1' 33/38 Zip PAW 0074a' Tax Assessed/Appraised Value Base Floor Elev. /Z Flood Zone X ENGINEER Name License No. Address Telephone Fax 3 PAY TO THE ORDER OF MEMO Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/22/2002 Local Phone: 305 - 888 -1931 Parcel # 1132060143510 A & P GLASS & WINDOW SERVICE, INC. • 7302 NW 70TH ST. MIAMI, FL 33166 MIAMI SHORES VILLAGE Four Hundred Two and 40/100 MIAMI SHORES VILLAGE Legal Description: Building Permit Permit Number: BP2002 -963 Applicant: JOAN MAXWELL K Owner: MAXWELL JOAN JOB ADDRESS: 1070 NE 96 ST Contractor A & P GLAZING CONTRACTOR Contractor's Address: 7302 NW 70 ST 00 1 :0660LL3921: 0LOL33343711 °05 Page 1 of 1 MIAMI SHORES SEC 3 PB 10 -37 LOT 8 & E1/2 OF LOT 9 BLK 81 LOT SIZE Fees: Description Amount FEE2002 -2886 Building Fee $100.00 FEE2002 -2887 CCF $2.40 FEE2002 -2916 Buildier's Bond $300.00 re Total Fees: $402.40 O Permit Status: Approved Permit Expiration: 11/16/2002 Construction Value: $4,000.00 �.. Work: REPAIR REPLACE PATIO DOORS (REPLACING EXISTING FRENCH DOORS W /IMPACT FRENCH DOORS) OB OCEAN BANK 780 N.W. 42ND AVENUE, MIAMI, FLORIDA 33126 63- 1139 -660 5/29/2002 $ * *402.40 Total Fees: $402.40 Total Receipts: $0.00 14324 0 8 DOLLARS D AUTHORIZED SIGNATURE LL NP tspection 1 herefor in strict compliance with all ms that may have been submitted to the plans are changed without bility for a thorough knowledge of the ie assumes responsibility for work done ertaining thereto and in strict conformity misibility for all work done by either WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.258 1.258 GCp ( -) -1.358 -1.681 PRESSURE (PSF) 41.3 41.3 SUCTION (PSF) -44.0 -52.8 221 N. KRONE Copyright 2+000 CUSTOMER : MAXWELL JOB NUMBER : DESCRIPTION : WINDOW WINDLOADS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 - STRUCTURE IS WITHIN 100 MI. ROOF SLOPE _ - TRIBUTARY AREA = - MEAN ROOF HEIGHT = DISTANCE, Z = ROBERT BARNES & ASSOCIATES AVENUE HOMESTEAD, FL 33030 (305)247 -6150 by Tondelli Engineering, P.A. Tampa, Florida * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS 3.00 : 12 40.0 FT2 12.8 FT 9.2 FT ++ ++ ++ ++ a 4 5 OF HURRICANE OCEANLINE (14.04 DEG) Kh = 0.801 Kz = 0.801 4 DATE : 02 -28 -2002 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 55.2 FT CORNER DISTANCE, A = 5.1 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.258 1.258 GCp ( -) -1.358 -1.681 PRESSURE (PSF) 41.3 41.3 SUCTION _(PSF) -44.0 -52.8 ROBERT BARNES & ASSOCIATES 221 N. KROME AVENUE HOMESTEAD, FL 33030 (305)247 -6150 Copyright 2+000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : MAXWELL JOB NUMBER : _ DESCRIPTION WINDOW WINDLOADS * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = .12.8 FT DISTANCE, Z = 9.2 FT ++ ++ ++ ++ a 4 5 Kh = 0.801 Kz = 0.801 4 DATE : 02 -28 -2002 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 55.2 FT CORNER DISTANCE, A = 5.1 FT I LECTRICAL "1 Minimum Fee Q'I'Y. TYPE Dryer TY. 1 'TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Domestic Well Laundry Tray Demolition Septic Connection Low -volt, Intercom/Teleph. Water Heater Repair Circuits Drainfield, 4" Tile/Res. Lavatory Dishwasher SS ptic Tank Low -volt, Television Water Heater New Service, Number of Amps Drains, Area Meter Set (Gas) MLCHANICAL TYI'E Minimum Fee QTY. TYPE Condensate Drain QT '. TYPE Generator QTY. TYPE Refrigeration, Tons Q'I'li. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PL I�J f�IB1 NG ' , A/C Condensate QTY. TITE Drains, Roof QTY, TYPE Miscellaneous Fixture QTY. TYPI; Soakage Pit , Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pum', Sum Utility - Water Dishwasher Indirect Wastes Relay Re' air Vacuum Pump Water Closet Dis ' osal Interceptor Roof Inlet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory SS ptic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION [INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY ❑ OWNER - BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER ❑ OTHER (Specify & Attach) (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village $ &c Bond I $ Metropolitan Dade County (C.d.F.) $ ( sq.ft. = x/1000 x ¢.60) Inspector State Educational Funl $ (¢.005 / sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) Code Enforcement Fine $ Zoning Review REVIEWED AND PREPARE BY: ISSUING OFFICIAL SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PERMIT APPLICATION ❑ HRS / DERM APPROVAL ❑ BPR APPROVAL (Restaurants) (Septic / Sewer) ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (On File) TOTAL $ JO. 1) DATE: CONDITION OF APPROVAL Revised July 2001