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WS-06-1909Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/03/2007 Inspector: Rodriguez, Jorge Owner: JOHNSON, KRISTY Job Address: 357 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)539 -7249 Parcel Number 1132060135750 Lot: Phone: 305 -892 -6507 Buildin . De ' artment Comments REPLACE WINDOW AND OPENING Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspe PERMIT # "15(3(0- t CONTRACTOR: SUBMITTAL DATE: 7 4 R (C)CD RESUBMITAL DATES: PROJECT TYPE: 01.,4Q1 1 NCritAj ZONING FIRE ft Je 7 /i8 /©6 STRUCTURAL e 9 /,/ IMPACT FEES ELECTRICAL HRS /DERM PLUMBING MECHANICAL NOC BLD Thursday, August 2, 2007 Page 1 of 2 Miami Shores Village Building bepartment - i /H'u(; 3'.\ LJ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. co- C�/9d y Job Name A /de# -,n a/1 Date 7//g/o6 J3'7 tie 97 $t, STRUCTURAL CRITIQUE SHEET 5 d ow g ✓ (0 Now Paoli ft- ym ea! de7 or.e4 of enMr9 r, w sv ? fol-er fe.4 c )(k CJAAles C) D zw e.l spli h a@ fea1/;71 is he. 30 cter44 6u e v b o d1 Ha r► sA Av ' p /an (ren4/s) /irJ3 0 $/ /'lei- 0fm pa e-/ f rLrrires sAarin panels - subtri/ pro�le441- otprieq. kfTflff1�� iami Shores Village uilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Ti Owner's Address .759 uildin 110,1Ervzi Permit No. iSOG ' I g JUL 1 8 20 a r Permit No. Electrical g Plumbing Mechanical Roofing x 4tu ' 4 cie�/A� gum. � Phone # ®f. j J7T'" T e `f 7 Ff City/41 :a 04• r $ Tenant/Lessee Name State ft Zip ,.1 (JT Phone # Job Address (where the work is being done) 35..7 eve S% ftt� -r City Miami Shores Village County Miami -Dade Zip 3715 Is Building Historically Designated YES NO •'.°.-- A. Contractor's Company Name Phone # � 12' 65707_ Contractor's Address ) f .P [ 2 T / tace City a \CLI1kAA State Zip i gP Qualifier �sr 1L - it- State Certificate or Registration No. 15 05) c3 Certificate of Competency No. Architect/Engineer's Name (if applicable) / Phone # $ Value of Work For this Permit ® Type of Work: ['Addition ['Alteration Describe Work: icat�lt:=4 Colo. {v(,✓f Square Footage Of Work: epair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * ** *Fee * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ O "''� • CCF $ -4•90 CO /CC. Notary $ 6'3 Training/Education Fee $ 1 ° �'• Technology Fee $ G -96 Scanning $ 1 OM Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 5eL� b -f 5 d..ov *4 n917 f4011 Total Fee Now Due $ 241 • K (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 abs -nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature \ Signature Owner or Agent The fore mg instrument was acknowledged before me this foregoin day of 20 O%, by day of who is NOT Sign: Print: or (�, wledged before me thisi` orrlio-hasTruclueed who is personally known to me or who has produced As identification and who did take an oath. My Commission Expires: ee, Deborah Hecht • � My�nndssion00192573 -opt, EpWres kWch 1Z 2007 identification and who did take an oath. NOTARY P Sign: Print: My Co ion Expires: * * * *, , * * * * * * * * * * * *, * , ** * * * * * * * * *, * ** *, * * *, , * * * *, *, * * * * * * * * * * *** * * * * * * * * * ** *** ** * * * * * * ** ** * ** * ** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc,&5 /13103 94 * .5'4- f e Plans Examiner Engineer Zoning •n IDAOE - :NG CODE COMPLIANCE OFFICE (BCCO) ;CT CONTROL DIVISION ICE OF ACCEPTANCE (NOA) PG't T- tdustries 1071, technology Drive Nol intis, FL 34274 MIAMI -DADE COUNT Ir LORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE i603_ MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2005' 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 e e Roart;... f Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the .uthority Having Jurisdiction (AIIJ). 't tri - 1:OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dadc County) and/or the AEU (in areas other than Miami Dade County) reserve the right, to 11.:v.: this product or material tested for quality assurance purposes. If this product or material fails to perform in the t.:cepted manner, the manufacturer will incur the expense of such testing and the AI-1.1 , may immediately' rev. 4r modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right ; ...Ace 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 oroduct is approved as described herein, and has been designed to comply with the High Velocity Hurricane Lr'nr. „ the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant Are «OVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E_, dated 5 /22/02 bearing the Miami -Dade ..c..unty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade' County Product Control Division. Mi8SILE II .TACT RATING: Large and Small Missile Impact Li .` ir:LiNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stew and following statem tt: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of ci-us 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 produ,;t, for sales, cdvertising or any other purposes shall autcrnatically terminate this NOA. Failure to co:rply with any section of his 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 to advertising literature. If any portion of the NOA is displaycu, then it shall be done in its entirety 1NSUECTItON; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall b,1•availibF Dionn:pict of the job site at the request of the 13u.1ilding Official. • •• • • • • ••• • • This NUA•vevi %et 1403% t494JZ J4.0i and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page I LARGE MISSILE WlNCCWS 11 GLAZING OPTIONS: ALSO SEE IAdiE BL_DW AND GLAZING DETAILS 6' ( 35.)) LAMINATED US :ISC MONSANTO SAFLEX FV8 OR It TER FYE.= (a.) HITS li A '!8 Af:INF:•_r:) GLrr' if: 7/8 STRENGTNL' :E3 rSS 2 CONFGJRATIONS •t8 or OX DESK*! DREAM: R.ZT NG: SE T4R11.E �•R.•It TIVE Dillitt LOADS 8.1StD Et TESTED PRESSURE & GLASS .;_ES AVM E 'eT. - -98 41;!+••15.7IVE n?'s•t,•rr• J .DS 11.S�D 3: w;.'ER T`ST r'aESSU'RE & GLASS • TABLES AST,• E 13J0 -913! (:4044 40RAGE 5,7' _E •RD'd' D #V7‘ Pc L0vATE0 }OLLJ*S & "ER SH7 • •a`•dG `''L,• • • • '• • •MAX. 6' FROM CORNERS. •••X. 4" v•3e 4Ct1 SEE TINE RAIL CENTERLINE. • WO. . •'5 "SP7CIliC. •••• • • ••••M X. 6" FROd•CDRNERS. • • MAX. 12 4731 �PeC :NG. 5.•12HUTTER REQCiiRETJtnr. NC $H4Ttery REOUIRED E°RPftRENCE " ••nii;:R' TLR-1969• :1EM DESCRIP tION SHT. 2. 1 FLANGE FRAME .,AMB ((Alum. f 063 -?`..` 2 (AXED MEETING RAIL (Alum. E '263 t,:JASH MEET:NI, RAIL ..:,L -it., i. 6,,b3 -15, SIDE RAIL AI n- OF''- T5) .s7,NG BEAD Alum 6J6.: "3)' 6 WINDLOAD ADAPTER 'Alum. 6053 -T 7 FLANGE FRAME HEAD (Alum. E063 -T5 8 FLANGE FRAME SILL Alum: 6063 -T5 9 RAMS SILL ADAPTER Alum E0G3 -T! "'0 SASH TOP /BOT. RAIL ,Alum. Fnr3 -1. 612240 1 '4LREEN RETA4.ER (Alum. 6063 -T5S 5532377 '2 5/16' 350', USING .8" AtINFALED GLASS : 35 _!. 3 5/16`1:01 '2 t LAMINATED USING t2 1/8" HEA' STRENGTHENED GLASS 4 ANTI 1.! 1 CHANNEL SArum, 6063 -T51 612244 1 VI midspon of vent) 15 10 x '.000 Ph. F. SMS 710X1 4 Wingtoad Adapter_ screws) 6 x 1.000 PH. PAN SMS 76X1PPA $ for onii -litt- channel} MERCHANTS FASTENER WEATHERSTRIP, ''iIN WALL BULB 'JIi vL 5TP247 B lr per Glczin Bead TEAM PLASTICS TP -247 7856A 2 (Sweep Latch screws) MERCHANTS FASTENER 4 Lyf hen wing 2 Sweet, Latches), 81PQA 22 (Frame/Vent sissy. screws) MERCHANTS FASTENER 71096 1 i 1.5" from ends -vent mtg. roil) MINIATURE ?!E CASTING PGT.214 XX 2 it hei9zt 's a= 42') '0250 3 1 Wmidspan /2 1/4 from ends) MASTER TOOL 7 -1.410 -250 0251 3 1 WmltsG�rn[2 1/4* from cis, M "STER-TOOL 7 -µr- TO 251 2 @ ea. ena of vent tap rail) MASTER TOOL 703.2 78RWHL2 4 (2 per Rohe' Housing) VINYL -TECH P,G.T. 61062W 2 ( vent tysp,'bot rails & mtq. roil) SCHLEGEL CORP. FS7826 -18T 62899 DOW CORNING , 899 6TP749 1 (9 vent lamb roil) TEAM PLASTICS TP-249 ••• ---- 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLGHT --1 H DAYLGHT OPENING OPENING 58 /4" MAX FIXED LITE DAYLIGHT OPENING 3" MAX HEIGHT 0 Y.T. 65 2 E122281222; T 612229 =, 61223G 65345' :12236' OTY. /LOCATION VENDOR VENDOR 01, ALUMAX ZALU MAX TALL' WAX ALUMAX A.,UMAX AI..UMAX AI. UMAX 4L+JMAX A`_IiMAX- . UI/AX nn or frame ss.e) AF -12225 AI" -12228 " AF- 222217 AF- I..; 3! Ar -5345 AF- 1223.. • AF -12237 AF -12238 AF -12239 At -12240 AF- 532377 ALUMAX AF -12244 FASTEC 16 7 8 #8 x .500 PHIL. rl SMS 19 b8 x 1.000 PH!:. P.H. SMS SWEEP LATCH 20 21 22 23 24 25 26 27 WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS WEATHERSTRIP - PIL \FINSEAL SILICON WEATHERSTRIP PULB VINYL 57" WAX VENT DAYLIGHT OPENING 8" MAX - , r T•- 8•. MAX 4" 1"k" : 1 4" MAX SEL NOTE 4 ON MEETING RAIL ANCHORAGE ELEV. c.ION T' DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38:375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B 8' B 63.000 • 74.000 _ Roberti. (1 "+k PF.i1471'1 Soffelefvl 'p7a -torwol_ocr pews xrorcOM 5. tT. 34275 O. 81X 1529 i. .KOMISy h 34274 Dote I I /5/01 129 /99 UPDATE FOR RENEWAL a,w>ront C -i O CHG TH/S stir PMUDLCT 14EV1Nu1 164:040/94 wfl rka »vDjt assisks C.& Amtessee N•• ,.:02 Dge,Podn atn+l 0.6. .,2/16/98. OX ELEVATION & B.O.M. (LG.` MISSILE) ALUM!N(JM HORIZONTAL SLIDING WINDOW n••/und•I Sak: S+4. HS— 7 t 0 I r� TSB ••1. Dro. -.7 t ` ( e, 4 ,5e 4112 LL • • ROUGH C PEN'NC FOUGH C "ENINC �i • •••••• • •••••• • •• • • • •••• • I�l •••• a • • •••• •• •• ••• • • • • • • • • • ••• • •••• • • • •••• MAX. • •M•••• • ••. FIXED I•1••• • o•••� DAYi_ICV OPENING • •••••• •••• • • • •• HEIGHT EXTERJQR TAAX. VENT DAYLIGHT OPENING ROUGH 7 OPENING Vr RT:CAL SECTION 2.784 NP • 2.784 .705 ROUGH OPENING --.500 cc 1/2• GLASS BITE 1 /r GLASS BITE 1/8° ANNEALED GLASS .090 INTERLAYER (MONSANTO SA LEX OR DUPONT W /BUTACITE) .090 INTERLAYER (MONSANTO SAF1EX OR DUPONT W /BUTACITE) t /8" ANNEALED GLASS -- Ruhert'. Clark. P.E P1 34712 ${ .:aura,. 1070 TECHNOLOGY DRIVE r4cmor11S. F.; . "275 P,0 00x 15.: N0*( IS swh aY: 06. Emu• :gdnJ.:pns:. 11/5/01 ADO GLASS DETAIL 5722/02 CHG THIS SHI 2/15,198 PAiRUt7 NM.YLTAB 1 00004 alai ilsotpuaeerN. -r .I. 02 6tNr tlwn 02 SE^TIONS & GLAZING 'DETAIL ALUMINUM HORIZONTAL SLIPPING WINDOW Sir%elt /+iWW Scgk'. Y. - Wamnq 4o. - iRn. HS -710 ` . NTS} 2 a 4 I 4112 I C • • • it• 1/4" MAX. 1 •• ••• ••• r =Ii �• • SHIM • • lf• alto ••• • •• ••• •�il,•• qq 'R 1/4;• ••• • • • • TAPCON W /•,' 12 14 • • • •• 000 , • (4fi NOTE 1 ) •••• •• ••• • �T •PCAL H'E' P SECTION • • • SUT STRAII"?'�CHOR!NG •• ••• • •• • • • • • •• • 00 • • • • ••a{••• •••• • • • • •••• APPROVED f 2x WOOD BUCK I __ / -- �, � f l 1/4" MIN. 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) I/4" MAX.J SHIM #10 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW 3 /1E" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) APPROVED WOOD BUCK • 1 :/4" MIN. 3/4 MAX. SHIM—.-4 I-- •- 1 1j;" AM �1/4" MAX. SHIM 'vO''ES: CM1 1/4 MIN. 1. USE ONLY MIAMI -DADE COIJNTr APPROVED EL CO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL- 1969: TYPICAL JAMB SECTION SUBSTRA—E ANCHORING #10 W000 SCREW APPROVED _-•/ 2x W000 BUCK TYPICALJAMB SECTION WOOD ANCHORING — `T f TYPICAL SILL SECTION SUBSTRATE ANC; OR.:NIC APPROVED,J 2x WOCD BUCK TYPICAL SI_L SECTION WO /2D ANCHORING Roben L. C *rk. P.E PE 15012 1070 °TEGINOLOCY pone NoKO►ILS. Fl .14775 P :� ' 00x 324 NOXSMIS, F 34.74 Rena Bj• Uat. Reaiiat F.K. 11/5^.1 UPDATED R'4 'V22/02 iletf 1r APCtN. OE'5IG. Oran, er... -- Date: o.8. ' 2/ 16 /9e PtittxE�' I •j YNV W7ta.•r u: 1fb i 1M ilui4a. Dees` Cat eatesue ,/ Estilea * I *ig •Z Y1 7! Duenpioa:, ANCHORAGE 1*I., ALU1vUNUM HORIZONTAL .SLIDIN`- WINDOW Sr ysjNaeN• ,. I:Sues I SMaL rime*: Na Rw HS -7IC 1 NTH j 3 a' 4 4 2 C -.-j f-- .705 .062 • • • '•• • s84 e•Y11 a • . • • • •••• • • • •••• • • •• • i•jt....737 • • • •• • 1i FLAh6E• :RAM E JAMB • • • • • • • • 6063. -.Tb. ALUM. is • • • • • • • • •••• •••• • • •• • • • • • • MI ..r • • .••. .050 • 0 5/16" GLAZING BEAD 1.187 UI rRAME S LL ADA'_r.< 6C6.2 - -'5 ALUM. REFERE.NC LEST jFF'0R`: FTC '969 .062 --�-� - 1.403 '`../ FIXED MEETING RAIL 6053 -T5 ALUM. .OF= I �- .723 .688 ®WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 - L ASH TO & BOTTOM RAIL 6063 —T5 ALUM. SASH MEETING RAIL 6063 -T5 ALUM. - .062' 1.373 062 1.349 1.291-T 1.970 j---- ()SASH S;DE RAIL 6053 -T5 ALUM .062 -+- 7- 2.710 FLANGE FRAME HEAD 6063 -T5 ALUM. 1.122` 2.710 •--� Q FLANGE FRAME SILL 6063 --5 ALUM.' 2.094 PNU.L'LT R} MISSED Ulan co* a Roan 1t a,l.: scw,in•,. ' aiw.a 6EC. pne: AwwoF? . M4rm Drle ,odp"" Vs /o1 airJFa sxr Fx. ,$/2.2/92.:c-NO cHC rill S+'T 'u' INDUSTRIES F.K. I t c,�2;�ot akroE.,r EXTRUS, 'N PRG=1LES Curk. RE. nr_a:1s •2 Su ai at Ipnp 1ECw,; QCY CHINE tOYAee ; rt 34'' 5 , P o SJ4 ;046+,1411‘ 5mr (am v rro 34..74 He -770 �, .1 S j j 4 Al. UM' 'NNL'A/. 1-i();RIZONTA! SL1DIAG wJr ;:;,,� COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL D1VMSiON NOTICE OF ACCEPTANCE (NOV PGT Industries 1070 Tednudogy Drive Nokomis, FL 34375 SCOPE: This NOA is being issued under the applicable rules andregulariams 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 Afianm Dade County) and/or the AM Cm areas other than Mianxi Dade Canty) 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 maul 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 nil fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion -L.M.L APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30d% prepared by POT Industries, the Nome of Acceptance number and PE., expiration date by Miami -Dade County Product Control Division. with MIS= hIPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a pednanent label with the manufacturer's name or logo, city, state and following std "Miami -Dade County Product Control Approved", :tam 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 builctng 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 as 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 tarnmlnntion and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 040528.05 and consists of this page 1 and evidence pages E-1 and 13-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gin, P.E. MIAMI -DADE COUNTY, FLORIDA MEMO-DADE FLAGLER BUILDING 14OWEST FLAMER $TRE&T, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-2908 masokigasissalinken .• ..• • • • • • .• • • • • •. • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• NOA No 06-0125.07 ExiAradon D Jane 28, 2011 Approval Date: July 20, 2006 Page 1 • • • • • MOORS DETAIL "E "C" �R' iv" AT R7i€f fMo AND Ar BCITO l • • • •••• • •• • • • • • • •...\ •••• • • • •• VAIKNS • • • • • •• •••• • ••.• ANCHORS AErA11 A rANCHORS xrAa. A • ____ •• - • • F--- , •,,,,,. • • •• •• • • • WItW2 Hs H1tH2. (2) WNDOWS MILLED J !DONE FOR CCITJM VING MAX ALOW4EI E OSSICM PR$SURE SEE TABS ON PAGES 5, 6 aG 7 *4) MAX OPFJNG H OR 11+142 WILL WO a Wy OR W +yWy2 M?) *1( °P OW A 1� o I�'tw MULL LENQH • H1 1. DIE 33 1/3% SRESS *CHOSE' HAS NOT BEEN 2, 35, 6 AND ! AWCPQRS DETAIL "0 , "C" * "D" Al 84tH Ef IO` AND AT D070MS W ao W1+W2 +V3 H N144,12 MULTIPLE WINDOWS Mtn JW+, OY.E.AB % '017 OETE76111411G MAX ALLOW:R1.E ),ES ION PRESSSI RE SET' TABLET 7N PAGES 5,fk7 1I.» IAX OPENING + H OR IULL LENGTH = W OR Wi +W1 +WJ M4) W OPENING + W1+W2 pR 12 +W3 AULL LOIQTH ; H1 USED a( THE DESON OF TINS PRODUCT. AP'CH0R5 °ETgL 'T", "c" aR p" eon. EHU5 f4CHORS DE7411. • ; C "OR `Ti" BQTi ENOS MvxuoNs W ' W1 +W2 frJ Witi0OWS MULLED T?GE_THEIj FOR OEIERINgWG UX ALLQWA8L OESON PRESSURE SEE TABLES ON PAGES 5, .5 it 7 AMR OPENING $ I OR WWI? i4UL' LENGTH A OR ANCHORLGE TYPE, 01ANNTY AND LOCATION. 'EVER N Hwi.> L>> W1'NOQV 1i�1LLL�,fD NIDNE gem rc G±7, MIONWG *L ALLOWASW OEM PRESSURE SE TABLES ONPAIS B, 84: 7 144if CPENINC « K tR H1 +H2 MULL .ENGTH W TQ SteET5 UNITS. W fir ilSEC ice' WTI PGT INDIMMES PROWG1S 2, WINLOWS ONLY DOORS OR CO4EiINATIONS 7h'ERE'OF MAY RE NULLED TO A MAXIIUM OP" MAWS. 3. MUL IONS ARE APPROVED P07 IMPACT AAIA NON-IMPACT APPUCATIPNS. 4. REFvRENcE - tisr WORM. 771.- -2902, 2903 AND 2,75. E7LCi 1rXTRON Nt%4 04- 0;21.01. 0J-4225.05 AtS1 /AF..&PA MS-20131 FOX W000 CL71S1-W 110N AIN -2000 4LCARAIUM DESN'N MANUAL 5. MIS PRODUCT MSS arm orgoir l ,4 lix7f) ?'A CONPe Y wow Tac REWIRE_ MEADS Of THE' F +c>slfQa 8UIU ►G CODE 204 EDIT1tNHN FOR JME U 4 VELOCITY 1:4 HURRICANE ZONE ? 2 . s6. WOO) BUCKS erO a$, MIST 8r ANCMRED PR'OPE?LY TO TRAMPER LOADS ; nL TO 7*( S1RI,UCTVPE. iikrututol MEis It: kvaiNIMYA •.a aft * fame% R. .4274 =A1 rrit$ 5e! nrit 1 " NEAVY IL.L., ELEY,477©NS ALUMINUM TJBE CLIFDEl9 MULLION Muss PJS 1 f 7 6227 PGT1x MUWON MJLLON CLIP. CUt FIAIOES OFF CUP l• ••T9 FC1?M A • • •`11•" NAME& A. . J11ATAUL AS stew • • for Ix dol4.4▪ 41. 1- .,,2.OT I 12 # SMS 1'JA1JLCa �• $TAo' RED ON OPPOSITE S1QES ••••4iN 1" M1JLt41' • • • • • • • •• • • • • •• •••• • • • •. rE GT 1x AdILUON • i• •• SEE NOTES 2 & • (5o AS Nor TO !NTTRFERE WITH EAC1 OTHER) SEE NOTE .7 1T SCREW, SE NOTE 3 #12 Ili SAS STACG£REE ON OPPOSITE 510E5 (SD AS NTT TO *" INTER?FERE WITH EACH Ornj SEE NOTE .3 MASONRY ANCHOR /"SEE NOTES 1 4c 3 Y 4? #12 PH SA6 STAGGEREt ON 0PP0SNE SIDES (SC AS NOT ro WT0f in WITH EACH OTHER) SEE NOTE J SEE NOTES 2 4. ZEOLILILLII2LBLOICTI,J1121 JIM AI3014 Calk 1, FOR CONCRETE AP LOCARONS IF AM141 -0401 COUNTY, at ONLY MMA11 -MADE COUNTY APPROVED EZCD 1 j4" TAPCONS OR 't f4 ° $S4 W7E -FLEX MASONRY ANCHORS. M/N1MMM 0/STANCE" CRAM CENTER OF ANCHORS TO C0P4 ETE EWE SEE IS 2 '/2" MThL ZMI OAtENTr TAPGOWS 1 '/4 ". CRET "FLEX 1 314' AfJ 2. FOR 9000 APPUt$TIONS USE #12 SCREW. ELCO 1/4" TOWNS Ot 1/4" SS4 inTE-FLIX MASONRY ANCHORS. MIN. EME EDMEE0 1 1/2' ANCHOR 1048EOMEIIT TO RASE vArcRiAL Stt1LL 5E &EYING WALL MESSING OR S'TU . 4. FOR ALrLL .S14( A(0 QUANTITY OF ANOVARS SEE Sri€EC •5, 6 AND 7. FOR ANCHOR LOCATTONN SEE SHEET 3, QUANTITY OP pm,* SCREWS PM WOLL -- r0 -CiIR TO BE HALF THE QUATT7TY OF ANCHORS FROM OUP-- TO- OJENINO (MINIM& OF 2 SOTEWS PER C_1P), 5. QUANTTY OF MOORS SHOWN 480W ARE In PJOTORIAL REPR 'N/ATTON OILY FOR CORRECT *UALITITY OP ANCHORS, REFER TO CHARTS 1 1T4ROUGT 4 ON SHE?TS 5, 6 AAN 7. FIND HE APPUCAFLE MULL 2176 AND PRESSUT€ REQUIRED FOR YOUR SPECIFIC APP.ICATION. A+MCNORNG OR LAAOINC CONkr1ONS NOT SNOW 1N TNISE DEMO ARE NOT PAT OF THIS 4PPR0/AL. ALI, SILL Iry CONACT WITH AUARNOW TO 3E PAINTED 7t? PLAM A 6. REFF.WNCE TEST IIPORTS Fn -2902, 290.. AND 2975. POT I x UUL.ION -+- WIc L MULL Ot, T( STRUCTURE YNITii Yr y0p E1 2' v► 4• j12 111 SITS STAGGERED on a OSITr was (S0 AS TOT 17 INTERFERE WITH EACH OTHER) IT NOTE .3 HOR. SEE'I0TES 1 dk 3 r SE1' JOTr • &MK TYp))4L M0,Lf W TO S7VCTUR6 Y pH 14ROD0 611UC_1ND _;OF({._ DETAIL A" r0 8E USEL OW wIrh PCT INDjgRIES PROW= 1' .HEAVY WALL CLIP INS TAL.LR TION DE"+AIL ALLMINUM TUBE CLIPPED .MULtiON 2 a 7 8221 0 • • • • • • •• • • •• • •• • • • • • • ••• • • • • • • • • • •• • • • • • •• • •• .• • • •••• (CLIP .T) OPEP+K) • • E ltrt t DWG #1069 • •••• (CLIP rO MULL) EETRUS18N DWG 11019 C? (2) ANCHOI? i Oiti B 7tiiEE `,3)..e LOCAi'IQMS trsi MN i�,q fiA. MIN. OPAL.U.L.M210 rWQ 01,1 oR ic)Itilia.ZAKCIA28 .�Q".gTlO L OCAT Ns N. rm. �MlN,7'P. I. IMPaTmi WOW OF ANC i tS SHOWN ARf FOR !WW1& REPRF.SSMON oser FOR GoxiwGT o1,1i4m' OF moms, P.EgSE REM 7 C.HAKS I D'OUCH 4 ON smuts %, b AM?. MO THEW/MOT MU!!. STYE AND PRE4SIJRE REQL R40 FOR YOUR 9i*ECIFIC APPBCATtOt. Z, 5/8 M!P!, COW ORANGE APPIAS TO ALL DMCNSFON S. M ( TEST diPORdS. Fit-29G2, 2093 ND 2974 PN. S X (6) ANCHOR MEIN virsimoi maisiROfflikbllivflonfs V BE USED. WIN POT PNDtl5RPES PRODOC7S DOS ST ADD 114440 1 HEAW ►MALL, ANCHOR WC, IONS ratelia% 44. On MON R. AIN ALLMINUM TU`f3E CLIPPED MULLION Prow 6221 • • • • .• • • • .• . • • •••• • •.•• • /0 • • •• •• • • • • • • • • • • • •� • • • • • • • •• •••• • • • •. • • • • • • • • HEAVY WAIL MtJUS MATT 606:: —T6 WTI; 1. REFERENCE TEST FEPORT FT_ -2902, 7903 ANC 2975 ra 6E WC ttW USThES PRODtCTS PE a ex. :g 1119 OCW01. , a aru 7 HEAVY' WAL MULLION PROLES ALLMINrUM TUBE CLIPPED MULLION svmomok 1 w7 6221 • • • • • • • • • • • • • • .• CHART 2. - 1x27ix375 MINING MOTH IN 9 (2) A (3)B Tea_ 100 ala )A (2)A i3)A , (4)B(3)B {4)a. Mt= E CZ= MI:=111011 IVO krinallIZI 170 & I LJ 170 170 E 170 f j' 170 170 Logo 170 f/4 LOW] 11=110i1 Walla 148 SOILLISia 174 110111.0 '] 170 148 1 11E1 170 Ea 170 Walla J 170 liE3 170 BMW �,y 1r i X��1�0r SOW X�1(2!6 lea ] 119 B� �,�� Vi�i�, Ell L^ MIAOW liiiSil'JMlfliJ U ,� . 100 96 16 111/ ICA 2 Jir SW' WI 1E1 KU WA tant:s saga BO 110110_11Ealial L211111Ell ,161A4111:1111U1 66 Baird 111111CJILII 66 E.1110111.11 93 41111': 1.A OS ILI 80 110111211U1 ILIMIL11101111a1 2 11011C111211110 Kai 42 40 MI 38 IliatalIFIAIIVAIDI 11111CFi 11.0110111011L11 VALI MIMI IlL11111 36 36 38 E 33 11:11101 10111011121121111111111E3 32 32 30 EWA 26 E L7CA Ell el 111111e1 LAM 20 0L111101011 22 LIMA LALJEM __ -- - Val ILIIIIME111111111 19 MCI 10 18 11131K11113 111111111131 CUM 18 #i1IL3iS 11#0 1 lf111111C1 Rl11131: 111:2111:11 MIKA BUM NEM 1111211111111111111111111111,111111111111:11111111111111111 INN 13 20 CHAR11. -1x2 .3r6 QTY. & TfP. ANCHOR Gu, OPENING W10114 N A (2B (2) A R1B ILA ILA 11111 SU SEA 1142 &IA MICEMICIMMEICISHISIM I». 4 4�, .$r► S 130 T illea 116 NEI Ika IILLI LI 99 KA 90 1j KU Ilia 1411 MI MI MIKA K2 NU VEM WI NEM 32 IOWA 21 U�,�> LI 1E31 Mil Ea 11311011111111Eal ILI MEMKM NMI LIC M Will WIWI IlLa NEVI 22 zt KV Ilia NMI Ilka KM KM Ill 111121111121111111111111.1111111111111 1 MIQ— NE IOW MdliNM Ea NM INN 1113111111111111112111111:11111.11 (2 A Cis (2) A (2)8 (2) A 12) B (2)i (2) 3 (2) A (2)B (2» (2) 1 60 69 20 18 'd,rticaa Mull LNIII HBrnta1 Mau Li MultIOG MUUOd Unto 1 MAXGMUM A(LOWA8LE PESSURE IN PSF 2 DESIGN IS MMASEO ON OPENING I$D17 FOR WIMPLE MIS, CONSIOER {NL.Y TWO AC1ACENT UM1i AT A WE. SEE sk1EE' I. .1 R FERiENCE TEST REPOS" FI1. -2902, 2903 AND ?975 4 ANCHOR 'f1°ES. A. EIS* 1/4' TAPQNS. 1M8E0. (1 1/4' GR 1/4' 5S4 cR €r•FLEJI, DAM (1 3/4, Lfi 112 SCREWS 5 SEE ANCFiLR SPACING 1'ETld1.5 SNOT 3. leateremeavis .EMI. .7 ,:�, HE USED air WITH POT 1 DIJSRIES PROMICTS la 4tniitaal PA. __ 1,21 fsVali k5i FL .4274 WRAF � 1 HEAVY MU, PRESSURE MARTS 1 fc 2 ALNMINUM TJBE CL IP ED MULLION Chniamp K6221 t v ja co(2) A ca (2)A (4) 0 (4) 8 (3) B (4) 0 8 A} 4) 3 Gs} g (4 8 (3f CC(8} g R) 8 (2) 6 C2"3 MCI it) 8 CHM (2) (2) 8 170 170 NEFLii 170 1 O E EOMELI ILA 170 170 171 170 'ply ilia Mai 1 • ` 170 IFFffigialaiiii 1770 i i�iI1i�Ea 'ROI U# it i lM i M II Eli 155 iIi IV.31 11113111211 114a11113111)1111031 123 Ei KEA 11110111EHLEJIHMIILZI1 116 1 ILIMILEDI 109 126 108 100 14 10s 124 • CE1 II 1EM1 122 98 IlLEM tall 107 91 103 83 10! NUM 130 100 : A i 1101 s= �2 83 a1 i 91 80 iii0114:1 ;:1 103 107 '" = 0 �• � �L +�i M RA KM 03 NA 06 al II 111431 114111iill IMOLA LBW/ Ilan ICA MI 11E1 CM W E; 7 i EJ ILI 40 WM 40 36 23 FILM 116311111111E311101 ao 20 ILA 18 MINIM IIMILIM 111211111111111 MI MI (2) A (4) 8 610p1s Maned bits Horttantal (ittct( 2) A 4) 8 1 MAXIMUM Alt.0i WLE P/t`:"$SURE 81 lSF. 2 DESIGN !S 1A5C0 On OWNING MTh FOR MUCIPLE UNITS, CONSJ&ER UILY TWO A(MCENT UUMTS AT A MC SEE SNEE 1, 3 REFCRENCE .TEST PEPOR- FR-290Z 2903 AND ;975 4. ANCHOR WES' A, ELGt 1/4" TAPCW8. EMBED. (1 1/41 CR 1/4 $54 CRETE-FLEX, Elea (1 J/4') EL #12 SCREWS 5. SEE ANCHM SPACING WAILS ' 3. OPening Irgith el 54/4 736X1 ZAMA. 7'd rd7 '6Q"'r e r 114 271. 1 HEAVY WALL PRESSURE C1-ART 3 ALUMINUM T1fE CLIPPED MULLION CHARM. - x4x.3 5 CLAP 7) 90681. 8 (2)A (3)A (4) 8 (6) 8 d a w a wt r (2) A (4) 8 (3) A (8) (2) A (4)1 (3) A (s)8 (2)k (4)3 (3) A (6)6 (2A (4 8 (3) A (0) C)Al l�.) a ® 119'. 7 0 I L / 1 0 1E01 Nana & E " KEJ I2J 111 1`1 L`j i 1 �. 'i 'i a r -.r� 170 (5)6 4) 8 (3) A (6 ) 0 O Ma 170 170 � 70 1?D 1 OW 7 i t7 �ii7 �i/ 1111E1 KUALA Ski 170 Slit] 170 MUMMA 1141111101 SU 170 II' MO! Iffill11101 i aim ii 970 101 169 170 162 i I11E11� ' 10 $ i'11 170 1 ' . 11Q.3 LEA 0 170 �3 iMKU ILEA WW1 I Kai LIM Lill �► 170 KU Will OE Mal Nal 170 135 &fa SU 170 156 191 111Z111E111111110J1 P I J L * 170 111E1 165 103 ILAILIL311011111La 120 :» 1 i IFE:r Ka MEI 180 ILEUMS 102 J iJ 118 ICAILMICIII 102 ILA 1411111U11 IlL IlLg2111)A1 KEA EIMIL011 co NEU 111411111U1 'AIL 6 16 111U1 75 IL:B. Ii UMW Ca 10z ILI wear ILI Ka 111U11 111141111 MI Will ILI L c EMU ILA NAM 82 KM ULM Eli 07 NEB IAN K.. Rai WA KASAI 1101 IL111111101 SO 1131111111111 11311 KEN WAWA 11U11 IVA 94 MM. 113111101111211111U1 NEM 111.11111131111L-1111 IL/ M ILIII 28 59 Ca So SO 1110111011 MEI 1131111L11 111E11111011 NUN WAWA ItAIII; 22 22 19 19 NM 1111121011 MN dill OM Mi INN VerticaINuIi Length Horizontal Mull Idtaploilit80diatis fait Loop J Ofteming fYkfth Mat 1 MAXIMUM A L47P148LE PR $SEJRE fN FSF. 2 DESIGN 1$ MSEO ON OfE1v1HG WIOm, FOR MOVIPLE WAS, CENWSWER ONLY TWO AQ ENT LINT i AT A TIC SEE WEE" r 3 REFERENCE TEST REFtif FTL,- 2902, 2903 AND ?975 4 ANCHQR TES: A. E3 t3 1/4" TAPLINS, EI8f&EO. (1 1/4- fiR 1/4' SS4 CRETE- FLEA, EMHtD. (1 3/4') 8 /12 SCREWS 5 sa AVOW SPACING ►IET#JLS SHOT 3. SO ea 'd BE iWED r WITH PGT WDU9'R`1ES PRODJCTS I:. I'? cT; 1S i Vialtp E: 1 HEAVY t44t.l,. P'1E5SURE C L4RT 4 f Q O oragn '75 :1,11H ALJMINUM UK CLIPPED M IL'.1OM (TS 6221 iwraM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • .• •• _�'1[tODUt CONTROL. Pi, Q''l ' " O ;fin e P C POT Industries 1970 Technology Drive Nokomis 11, 34275 •• • • • • • •• ••• •• • • • • •• • • • • • ••• •• • • • • • ••••• • Your application for Notice of Act (NOA) t1t: Sales PW- AI Aluminum lined Window Non-impact , c Imps Resistant under Chapter $ of the Code of Miami -Dade County governing the use al' Alternate Mahal and Types of Construction.' and completely described herein. has bents =commended for acceptance by the Miattil-Oade County Building Code Compliance Office (&CC®) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserve the right to swum this product or material at any time from a jubsite or manufacturer's plant` for quality control testing. If this product or material tails to perform hi the approved der, BCCO may duke, moditr, or suspend the use of such product or material immediately. ICCO yes the right Kt azevOke this vai,, if it is determined by BCC that this product or material fails to meet the requitementS df the Booth Florida Building Code. MIAMI -OADE COUNTY, FLORIDA McTIOZI4MOE FLAGLLR BUILDING RUILVINOCOOE COMPLIANCE OFFICE METRO4 Ai E FLAMER t1411L mmo 140 `VEST PLACLrR STRRFT. sum ImO MIAMI. FLORIDA 31130-1363 ;3GLs4 ' 5,11 IL ekt Mt1fg f71- CONTRACTOR t itEMINt: SECTION" 005)375-2527 rAiri305137 rss CONTttACrm1 mono-me r Division Ma) ”5-2566 VAX MS) 175-19011 PRODUCT COyTltOt. ulvistttV 1315)333- 3,2 VAX O man) The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: o1- 0107..O1 is .XPIRES: 09113/20 416 Raul Rodriguez Chief' duct Control Divkiern TiliS IS THE COVERSDWEET. SEE AnnrnoNAU P#.0 S FOR SPECIFIC ANb GENERAL CONDITIONS BUILDING CODE & PRODUQ' REVIEW COMAD1TTEF This application for Product Approval has been reviewed by the &CCO and approved by the Building. Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions sct forth above. APPROVED: t39f13f2::ill rsarsisto J. Quintbsta. R_A, Director Mimi -Dade Comity Building Code Compliance Office 1ts04s0008pc2001Nitempiacednetleeacoeppece =VW putt -.ee tnteriet Mail address: liesonsgler buRdingeedeonline.eom Hilineirage: ititp: / /www.buildinscodkonliaz.e-Oi1 POT Industries I.. SCOPE 1.I This approves an aluminum fixed window, as dcibed in Sccti ©n 2 of this Notice of Acceptance, designed to comply with the South Florida Building Cock (SPX), 199 Edition ror Miami-Dade County. for the locations where the pressure requirements, as determined by SFDC Chapter 23, do not exceed the ig, Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 .Sci cPW 7$1 Aluminum Fixed on -h pact and Urge Miss* Impact Resistant and its roinponcin shall be conitructeil in strict compliance with'she following • documcr, `Drawing No 4231, Sheets 1 through 3 of 8 titled " Pi- 7O1 Aluminum Fixed Window. date a 13ii 1; prepared by nranufa�cttu, signed- and scaled by Rob L Clark, p,py,, bearing the : ' Miami -Dace Courtly Product Control approval stamp with the Nutlet: of Aecoptancc number and approval date by the Miami-Dade County Product Contra/ Division. These documents shall - . hereinafter be referred to as rite approved drawings. 1-AGE 02 • • ••• • • • ••• •• • • • • •• •• • • • • • • • • • •' • • • • ••• • • • • t • •• • • • • • • • • •• • • • • ••• • ••, • • w •• •d,CCEPTANCE NP.: 014102.01 • • • ••• • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • „APPROVED: # • EXPIRES: SEP Z"MMS •• • • • •• ••• ••.. FIC rDiT1° 4 ••. • • • • • • •• _•.. 3. LIMITATIONS 3.1 This ap p ov al applies to single: unit application only, es shown in approved drawings. 3.2 Non-Impact Resistant windows, for Design Pressure Rating vs_ .1Windaev Size. sec Comparative Analysis Tables in Sheet 3 of 8 of aPProvcd drawings. 3.3 .impact Resistant windows, sec. sign Pressure Rating in Sheet 1 (SS orapproved drawings. 4. !NSTALLATIO1`j 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. :g Hutricarc proiociiott`Syam (shutters):' to determine whether the installation requires a. hurricane protcCliow system or not, sec cur;cspilnc;ittg table in approved drawing. 5. LABELING 11 Each unit shall bear a pi=inarent label with the :neat --: luy -cs'= name s�3d ter logo, city, state and following statement: "Miami -Dade: County Product Control Approved". 6. BUILDING PERAIITREQUIRJNMl;NTS 6.1 Application for building permit shell the accomirtrtscd by cspiesofthe following: 6.1.1 This Notice of Acceptance 4.1.2 Duplicate :copies of the approved ed drays ings, as identified in Section 2 of this Notice of Acceptance, clearly inarkedto sh?w 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. 2 Manuel ,' acz, P.C.. bust Control . ;t. min.cr Produc 1 Division AFT Industries, NOTI PAGE 03 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • 0•• • • • • • • • • • • • • • ••• • • • • ••• • • • • A C CE PTA NCE No.: 01 -0102.01 • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • s w i'• i OVE • • ••• • • • E OF AC PTA 'CE ST OND1 •• • •:.,'• • •. ••• ••;., • ••••••• • I. Renewal of this Aceeptanee 1a li sly! ons tl red after a renewal tpptication has been liked and the original submittedigairntnitairrni, Aeludingstest supporting data engineering documents, are no older than eight (8) years. 2. Any and all gored pmehicts shalt be permanently labeled- with the manufacturer's name, city, state. and the following statement: "Miami -Bade County Product :t Cornrol approved', or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered of a. There has been a change in the South Florida Building Code aP timing the evakunien o� product mid the product is not in cemplianee with lire code es; h. The pmiium is no longer the same prodiuct. (identical) as the one originally approveel: c. lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; The engineer, who originally prepared, signed and scaled the required &learsntoiatiota initially submitted. is no longer practicing the engineering s iuu d, 4. Any revision or change in the mat is use, andtor matturaoture of tied product or Press 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 tee) and , nt by this Orifice. Any of the following shall also be grounds for removal of t[tis Acceptance: a. Ltnsatisfactoryperformance of this product or process; b. Misuse of this Acceptance as an endorsement of product; for sales, advertising or any other purpose.. 6. The Notice of Acceptance number preceded by the words 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 fer inspection at the job site at all times. The engineer does not need to reseal the copies. B. Failure to comply with any section of this Acceptance shalt be cause for termination and removal of Acceptance. nce. 9, This Acceptance contains pages 11, 2, and this last Page 3. EN Or THIS ACCEPT N CE 3 Manuel .' crcz, P. E., product : ontr inter Produce ;!rot Division • ••••• • • •••.••• • .• •..••• •«..• • • •«•- • • • • • 60',.EVwEtN FLATS • • •• • • oximu tag 21'.65 sq. rt. • .• • • • •••• • • • • •••• • FAN 96" X 47" Moximarn Area 24.47 sq. I(. FULL CJRCL. 06(Y Maximum Area 19.64 sq. ft, FLLlPTICAL 96" X 47" Maximum Area 24.61 sq. P. IAINEAL=LIMEACT wu o► J.) Giiiirh 7 /14r memoir) SM/?NdE141ATo sumo. Outscer Pva 2.) CORP104.0110 as: 0 J J otedc A Perseess wins: .sae PSF at *804 PS1' (.J /#e• Iran SY .TH(rN(P /.090 /3 /rs' ittotr sreENOvENED uti +r� +J410 PSF a4 •Js.o Psi (3/18' MINE tCW'.02e /. /J$' Rill te0) 4.) ANCHOR' 14011244 tSPACIN0: PLOW S.) MO VIWAYIS RECWREO tt j ALL FRAME dvrv1s TO err SEW 6111<M° 7.) RE'F'ERI'INCE 1E57 IPORr FT1. -2797 A ARCH. 48" X 96" Maximum Area 30.28 sq. re. DETAIL C SEE stir, 7 f9➢WOVVAS GO�I'a'►1.4n1NTdlS r monnemaitoitrortsmat 6/13/01 REVRAWN 4~ NIAItkdt ELEVAT1ONS 7/16 LAMINATED G.ASS ALUMINUM Foa:D WtN.OQW 14+V raimt061' PwY� ftonesnJan Pa ss ',AP uv i i afa : cti.c'o� amok A srin 4 PW —F ®1 ars 3 •f 4� 42311 LTIW £083 /AZ /RA 0L08036PS6 • •• • • • • • .••• •••••• • • •••• • • ...... • ..•. • • • • • .••. • • • • • • ••••.• •• • • • •. • a • • •• WARIER CIRCLE • 88" )f 58" • • • •1e1ei imtzm Area 25.22 sq. it TRA' E4QID 48" x 96" Maximum Area 36.26 sq. ft. OCTAGON. 60" x 80" MaximuM Area 20.71 sq. ft, L EYfBRQ W .96' x 48" Maximum Area 3(1.24 sq. ft. RECTAN 46" x 96" Movireurri Area 32.00 ft. 96 x 48" Maximum Area 25.1.3 sq, ft. q . SIP T!t:iQW',1 -at avowto col va ix n� st 4griwZlidst.-- wootigAratebst Rower 81%ma cat co4 LIinkQ73g --ram eantrat 4 /1J /Oa firDRAWN £L£UA TVONA J t 8 LAM /NATCD GLASS ALUMINUM FIXED WINDOW •• taw 07.7 , Pa Ca $a• �n Wag% n 4474 Nw •ma NTS 7■ 8 x'23 1 c r e c 0 bL08AZFtcg c9 w 17 RECTAN 46" x 96" Movireurri Area 32.00 ft. 96 x 48" Maximum Area 25.1.3 sq, ft. q . SIP T!t:iQW',1 -at avowto col va ix n� st 4griwZlidst.-- wootigAratebst Rower 81%ma cat co4 LIinkQ73g --ram eantrat 4 /1J /Oa firDRAWN £L£UA TVONA J t 8 LAM /NATCD GLASS ALUMINUM FIXED WINDOW •• taw 07.7 , Pa Ca $a• �n Wag% n 4474 Nw •ma NTS 7■ 8 x'23 1 c r e c 0 bL08AZFtcg c9 w • • •• • •'•• • • • •• • • • • • • ••••1.• • • • • • • • _-` •••• • • *so MaxiiMIlfea 21.65 sq n. • . •• • •••• • • • • •••• • •••••• • 060" Maximum Area 19.54 sq. It. •• • • • ••• • ••• • • FAN } 20' x 555 • Maxintirrr Area 35.20 sq. ft. LE LIE JC, 4 120" x 4r Max #um Are 31.46 sq. It. A ARCH. 60" x 120' Maximum Area 4732 se. It. IXTML C SEE SH i . 7 MON WM SS 4 1.) L448(�VYir�"' 1IENVtr! ,k) tale °tar ! PR $3/RE i► fl SSE coot, mILvsrs eer.s a e 44 °; &WNW SP VC: IfirOMMO ail them c�./ At remote ,ceirg `rei #g trAr4 syt A) Reillf&ket 7W is rVC_2,t ta34 "i/Lsi4P' REDRAW ELE+ AT)ON 3 '16 TEMPERED- GLASS ALUMINIUM FiXEO WI/4100W • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ..___42fitER CIRCLE • • •88 " x 66" . • MoxfthetrfPlArea 25.22 sq. ft. • • • • • . • • • • TRAPEZSID son x 120" Idioxirnver km 43,75 sq. ft. 120" x 60" Maximum Are 39.27 sq 110E-IMEAS!..raff, QQI 60" x 60" Maxerrwm Ares 20.71 sq. ft. Rata _EYEaBOW 74" x 37" Maximum Areo 1783 rm. ft. ,RECTANGL.. 60" x 120' 4foxigiggi Areg 5000 .51. ft. IVO *V attAs a 1, oremb ii,soewtrrsa %Oa 110. vq,' , • M4,7Pire?" sagintatermai ilgtonotvottua cream ra,04.._" Ottigalt_ IRON ALUMINUM FIXED WINDOI 11.1274 03W— TN 4tr 8 of" 4231 IZZZ.V=tt t / • I , \--....---------...--- I ,RECTANGL.. 60" x 120' 4foxigiggi Areg 5000 .51. ft. IVO *V attAs a 1, oremb ii,soewtrrsa %Oa 110. vq,' , • M4,7Pire?" sagintatermai ilgtonotvottua cream ra,04.._" Ottigalt_ IRON ALUMINUM FIXED WINDOI 11.1274 03W— TN 4tr 8 of" 4231 like /tesw1Nz o .00 1Y • • • • •••• • •• 1••• • • I • •••• • • • • • •• ••• UMW iRliatt. SL SHOET: totr • •• • • •,••• • • •• • • • • • • • • • • • •• • •• •i • • • •••• 7+/I5` ‘,014110 !X4 $ /t6 Willa QtASS X16' fa HO. UPTON "oa try° Roe liA WAY tni W WOW Ve er uxe & ALF,�'RryAIT7�p � cl'r 4 NOTE'S: f. MAMMA OVERALL DIMENSIONS ARE APPLICABLE TO SCCT1 NEC ARCH. SHAPES ANCHORAGE METHODS ARE APPLICA9LE TO Al SHAPES SHOWN ON SHEETS I' THROUGH 4 OF 8. Z REFERENCE rev II?EPORTS: FTL -2753, FTG -2760, Fit. -2797 & FTE -2815 sotariefticaliAtmette PJl ,.. - s. �, r. 2a w . 41 :: T . v 4 ALUMINUM F7XED WINDOW • • ••• •• • • ••...• ...•• • • ••• •• • • ••• •• • •• ••• •• • .688 • •••. .062- ---200 i °-- •... • •• •• •e • • • • • • •• • • • • •• • • • ••• •••• • • •••• •••• • BILL OF MATERIAL 6633402 9 &05E° FOR 3/76 GLASS 4IEN R 'Envoi? 606,3-T5 AF- 1224; 6963 -T3 SPEMEa OR m 001V/G.E. o r MT SPECIALISTS 0 Ft 0 a 6291510 SE'E NOTE StAA1 SEALER V? 6 TEAVERED LASS /6 a 7/8 FL. PH. TEK 7/16 LAM (.1 8241090/.1874 NpTE: 1TEAF 9 & 11 USrS DUPONT 6UTACITE PVf3 11.1TE 'ER FT_ - 7Q I FBA A REFERENCE TEST 9tEF'0R75: F11- 476J. F7L -2786. TM-2797 *' SE'S WI �.gTlOIV Wig WINDOW W10TFi "T1P r0 77P J.09 W11VC+OW NOWT `TIP T4 7?P° - 3.O0" smovaims oorunm nxtia wait aiOUAZArsifilMoa .0,P po Raba; Cat *. j. • PEMIR EXTPUSION PROFILES JJc B, 0. M. • AL UMIN (1M FIXED WINDOW Suits PW ^7t!! --obi —too nrt rA2 a�Ys �uttY� -I tw- .1/rd' meaty ar /is• mist .r.w .060 riVrtev Iti . Stan►81tn rgitticebstMr0 �- •- -s /ra• mama • • CLASS •s•••• •••• •I • • •1.•.• •.•••• • SILICON GLAss /SLTCON •• • • • •• ••is • •••• of T61 l'_ 7) '. 90' CORNEA? CONNE'CTTON w LAMINArca or4s . orre tNC( TEO AVM r1L -271s, t`R� eaa 73 ref/St A 21, 2,100 DEMI ,3/1 E" TEUP RED CLASS WNW; a Uattyddi Kline taviai: ai aaruatiei. CORNER "DETAIL ALUMOIUM I�7kaD. � am F aIXy (L7 WINDOW rC t er n 'A' mt aLLOLIEVELgEaSIASS [rvr,r �• a.) Negative Design Loads based on Campardtive Analysis and Gloss Table ASIM E2300. 2.) Positive Design Loads based an Gor pcnative Analysis and Woier Test vressufe. 3.) Numbers core for 112 screws or 3/16" topcons. • •• • •••• 4' 10:cher nylon spacing: 7i° • • ••0• • • • • • • • • •••• •••• • • •••• • • • • •••• • • s FNM ru -• Fw'y ` . . -rl�W ! i,1 ' ' t lf 0, Do tu r i mm • I r % Y' R�a �RFE t 1t14_10�11 ' ' 1 0 r r2 F OJ r '' 112.50 4 t R a INERMIIIII ; .00 - .40 J 1/ . ■ ,,i-; W19101'1 911 II 'Mall Sintala O. r 111111M11011 :.00 _ 36.00 57.4` • • • •••• •• • • • • PAM Gete Lao* •• ••• • - _ rr: �R ilinalillinim tmmi e A -�% alter ... 0 ar i ! mir iiiimgmakagAssuimagintimaingozologwvaiiiimpcxam "s%il 60,1 1 i m 1m gumaig u To opimm i!,,.,211 I ' iiiatimmummis t llu r} mikwaffil $!O 11 s IIIMMMINEMAININIZMIRIMMINI . < R �, Y ': y.4 R . . Frail ='= iEa"7 orsonr$. d?L- 2 3, Fit. -2 , & 2816 ra WTI !< 111 01,7003M•11• CCM ECOVIAMAKI 1a1 a IJ,C6 1 COMPARATfi/E ANALYSIS NON -- IMPACT ALtIMINIJM FIXED WINDOW__. ro vinimo• P.4 x n. son PW -701 NTS' 8" 8 4231 0 1& r .) N ggbiver assign Lauds posed on Comparative Analysis and Clogs Table ASTit4 E1300. 2.) Positive design toads based on Comparative Analysis and Rioter rest Pressure. 3.) Numbers ore for ift 0 screws or 3/16 Tapoans. 4.) Mellor maxirnurn spacing, 15' ,aegaiive 0esigo Loads Windy Window Widths fie:ights 1112 4. 40 26.500 37,000 800 80.000 60.000 74. +00 26.000 120 . • • 95.10 81,00 78.60 5'. '0 53.60 48.40 42.20 37.000 1 r5. 7,0 85.70 7 '.40 40.00 40. +0 4'.00 s �' ; 90 Positive Design Loads Nlinaow V ridow Widths heicets i 9. 125 2400E ,'�fi.500 .J .000 48.000 53.125 80.000 74. 00 26.000 P oo 95,10 8 f .0 78.60 59..: 0 * .60 48.E 42.20 ,3 7.000 900.00 85,70 _ 77.40 4 c0 -40.00 40,&0 37.1 s 28.90 REFERENCE T1ST FN. -2748. 2756 2758 • • • • • •• • ••• • • • • •• • •••• • • •••• •••• • • • • •••• • • •• •• • • • • • • • •• • • • • • • • • • • • 1mpt7tARb�9 1at�i R1F • �6Uiia7t: + r•8 • • •�• •••• k. 111.0, • • • .... ay • • • • • • • • • • • FMPARAT!VLQ!1?ACL 3✓16A� ALUMINUM FIXED WINDOW g '9 550 8 I,bn1 PE 12 sma•u • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • . • • • • • • MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING • • ••• • • • • ••• • ••• • • • •• • • • •• • • • • • • • • • • • • • • • • • •• Acc�F;pT�t PRODUCT CONTROL NO'Ph R OF I'GT Industries 1070 Technology Drive Nokomis ,FL 34275 •• • • • • •• • • 9 • • •• • • • • • • • • ••• •• • • • • ••• •• BUILDING CODE COMPLIANCE OFFICE MFARO -DAI)E FLAGI,F12 BUILDING 140 WEST FLAGLER S'nth1 r. SUITE l 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR Itc KNSING SECrtoN (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR 1 NFORCI IFNT oivisIUN (305) 375.2966 FAX (305) 375 -2908 PRO111'c r CON-rani. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series SWD -101 Outswing Aluminum French Door - Impact 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 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 jobsitc 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0417.04 EXPIRES: 11/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIIONAI, ('AGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING: CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the 13CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/06/2001 11s0 45000I\pc200011templates1notice acceptance cover page doe Internet mail address: postmaster slbuildingcodeonline.con1 Francisco J. Quintana, Director Miami -Dade County Building Code Compliance Office liomepage: http : / /www.huihlingcodeonline.com • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• Vinyl Tech/Progressive Glass Technolaay. • ••• • • • • • • • • • • • • • • • • •• • • • • • • . • • • • • • • ••• • • • • •• • • • • • •• • • • •• ••• NOTICE OP•A 1111%,):iPF.;• �11IVECIFIC CONi)ITIONS 1. SCOPE •• • • :: • ••• :::.• •.• 1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of- Acceptance, designed to comply with the South Florida Building Code (SFI3C), 1904 Edition for Miami-Dade County, for the locations where the pressure requirements, as determined by SFLBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. ACCEPTANCE 1'TANCE No.: 01-0417.04 •• • :X4'PROVED • • • I ?XPIRES •• : September 06, 201)1 : November 22, 2006 2. PRODUCT DESCRIPTION 2.1 The Series SWD -l01 Outswing Aluminum French Doors- lonpact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and scaled by Robert I.. 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 hereinalier be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair °I-doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf or this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors 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 not require a hurricane protection system. 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 liar the proposed installation. 6.1.3 Any other documents required by the building Official or the South Florida Building Code (SF13C) in order to properly evaluate the installation of this system. 1sti�� ) .G /- L.4cI4 !shad 1. Chanda, P.i:. Product Control Examiner Product Control Division Vinyl Tcch /Procressivc • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Class Technology. ACCEPTANCE No.: 01- 0417.04 • ••• • • • •• • • • •• • •i •• • • • • iE1��1•'ROVEU September 06, 2001 • • • • • • • • • • • • • • • • • • • ••• • • • EXPIRES : November 22, 2006 1• • . . •• ••• •• NOTICE OF :•S`I•ANI)ARI) CONDITIONS • • • • •• • • • • • ••• •• 1. Renewal 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 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 Acccptancc 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) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation oldie 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 oldie 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 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 purpose. 6. The Notice 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 Notice of Acccptancc is displayed, then it shalt be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, Nvhere it applies, shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages I , 2 and this fast page 3. 15tvin 1 . C_laau..ice Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division ENi) OF THIS ACCEPTANCE 3 7 1/2" • • • • • .• • • • • •••••. • • 95.750 • • • • • • •• .7 1/2" x 37.500 "r. 1 --1 �7 1/2" 7 1/2" .L5_42* 13.5' 2 POINT LOCK OPTION 0/• /• //. / ••• • • // •• • • ••• •11 • •••,- -13 " -1 • • AAM:X. • • • 014 CENTER • • • & SILL • •• ••• • •••• 13.5" I TYP. MAX. .5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS xx 71.750 6ZU -° {- 7 1/2• 95.750 441.8. 7 1/2" /1/ 2 POINT LOCK OPTION / 5 tj2« 13.5" 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 LARGE MISSLE IMPACT COORS 1. GLAZING: 401/.464 LAMINATED w /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: 3;) 4F4 Lev ..75 PET- -75 P.Sr 3b) .401 LAN.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2° FROM CORNERS (HEAD & SILL) M4X. 5 1/2° FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 13.5° TYP. MAX. 5 1/2" [1:7 3" MAX. ON CENTER TYP. READ & SILL I 1 03/, Robert L. Clark, R.E. RE. #39712 Structural SEALANT ON FRAME CORNERS de PANEL CORNERS 1433131333: 0) added 2pt. lock info PRODUCT RENEWEi) ACCE 1104CE AIU a 1- G Li 1, • C} EXPut:a 413A'I7 No+Ew 44 022, u, 15445 , RIOIIUCT tnerTP311. 13111510•1 11IJrWM4i (6701 00M1b'JMCE 011-ICE 7616.en666 11616-6 86164• 81331433 ! 1/84 tsiatelt I* 0144333 1)00 3 A°gdm t r• Noledat sorie3/uodot SWD -101 1070 Technology Dr. Nokomis, Fi. 34275 Rom? 8y: D.B. Dote: 11/17/00 Drown e,^• D.B. aka BY• lD3ts Doe: /16/98 0333113tion: French Door — X, XX P07 HO: •b£71110R 5406: 7x Shoot: 1e74 Dwain, No. 971 Rev: 0 • .250 MAX. SHIM SPACE ROUGH OPENING SEE SHEET 3 FOR ANCHORS ROUGH OPENING 71.750 1.750 250 MAX. SHIM SPACE � - ROUGH OPENING 3.000 —"1 1.272 • • • • •• • • ••i•�5.75a • •• • • • •••• • •• • t. • •••• • •4.000 • •••• • • • • • •••Par • • • • •• •• •• • • • • • �'--- P•+ -•.-. • •• • • • • • • 93,625 • •• • • • • ••• • • • • • •• •• • • • • • 250 SPACE M , 1.479 84 3/4" DAYLIGHT OPENING 4.000 .489 EXTERIOR f-- 3.000 t 25" DAYUGHT OPENING VERTICAL SECTION INTERIOR 1.489 .250 0 � SPACE M ROUGH OPENING HORIZONTAL SECTION Ro do, Clark P.E. P.E. #39712 Structural INTERIOR 1.480 PRODUCT RENEWED A(Y'Errom'e N. CSI- l GcI E..CP1RA71ON DAM. {NT:NE.4 M 2Z )20c,6 PRo R.'P tilifraW4Y1YISIGN Buko t, w[ oonlrusNcEU }7iC Revisions: D) added 2 pt. lock info Jetaranees R Am. Netter. D t /s4 : DrOWs Atstessn s 1' sedwAtoaok SWO -101 1070 Technology Dr. Nokomis, FI. 34275 Rowe, lake: D.e. ❑ /n/oo CAW By: (Dote: Deatnption: French Door — Elevations. Orono By; D.B. Date2/16/98 POP NO: VENDOR NO: Sews: Sheet: 2e /4 .boring No. 971 Pew • • • • • • • • • • • • • • • • • • • • • a • • • • • • • • • • • • • • .250 -I— FAX. SHIM I— .3.000 SPACE 1.1_P ' .1 OR 417f ° LW wirgleattr.skraumumaris SEE NOTE 4 ON SHEET orsloti PRESSURE RATING: i60 ,1O. 3 P0/NT LOCK ASSY, 2 POINT LOCK ASSY, 3/16 ANN. .090 arroum 3/16 ANN. o 1111 e 1 MAX. SHIM .250 I SPACE 3.000 • k • ; • SEE NOTE ON SEEEL1 DESIGN PRESSURE- RATING. S75 n£,1 PRODUCT RENEWED m:cErr.vcs Fe," 4)1 -C)4‘.-1 ' 14 EVIRAT1ONDATE 1\1046.40Eit Z2 I 2004 Ily 151,41 . • vstootr.4 vr.nou. tuomedIap1 o. OtM3 rwm-E &Maio*: 0) odded 2 pt. lock info Attommutcaulogst no**. 4 1/64 Drobot .0 4 Booked AO *Om: 1 92.160.10ank SWD-101 1070 Technology Dr. Nokomis, F7. 34275 INDUSTRIES Amid ay: r• e 11/17/00 Robert L. aark, Paw. SY: RE. 0.8. #39712 Onoiptlem Mut 8y: rae: French Door — Exploded/Glozinq POT NO: MOOR Na : soak Shoot: Dap N. 3 04 977 n/16/98 Roy: 0 ITEM DESCRIPTION V.T. QTY. /DESCRIPTION 1 DOOR HEAD /SILL 60375 ALUMAX 2 000R JAMB HIN . 60376 ALUMAX rrr f 1•32.250 x 187 FM/SEAL STRIP f�`f a• .7 •rr• Iii 7•:.' �.vi:it.$» FRAME JAMB F/iAME 9E40 GIAttNG BFAp (Bolt Fonts) OU SWIN THRESHO f 60380 60411 65170 1069M A 60378M 7WASHA 7JNUTA 1 door to & bot. rail 2 /ea. door top & bot. roil) 2 /ea. door top & bot. rail) 2 ea, door to. & bot. rail 73 - 76x7. C NUT �F7F SCRa1L'Fii ' IP II P S ltI.T JfL7 [3l�L�7 Li+i -� Effixogi PAL' IIAFlZ[-T wannverrmtramiror 'Emir 14wRa .7:iix ima11+1�il30/ Eif/ IEYyrrra�T>i>;� CfO f r [Xi/ • + + �1. -re ►ado ['lr fQ :ff [% 45 . fir ,. r . . . HD. PHIL FlVUATZM F17:k7i:L?l� �� ,I±�k11IrlSrli� r r. Ei�iIL'i1.' 7lttr1 D ' 0-90 OCK hin.= — hin•e —door '.mb hin.e &bin.e —frome 'amb bot. of 1 . as ra.ar slide bolt locks VENDOR VENDOR AF -10375 AF -10376 I `r US RIAL ALUMAX FASTED INDUSTRIAL FASTEC INDUSTRIAL AF -10380 AF -12376 AF -12375 AF— 10378 r.. f;lS!! ffLe2Ei :iC4 ■ �i FrT' J ! 71 iT � I ,7r� � a`La[r1:�14df�Y!E•711Ie� 4U81. K 6!200K astra als fr. 'ambs & head ® r.h. as ref al PGT IND STRIES 0200X190 FD3PTAY ® r.h. astro•al ® r h. astra • al TYP. SILO Robert L. Clark, P.E. P.E. #39712 Structural • r.h. astra•al PR!>•UCTS PP:ODUCT R N . :' 4 • ACCEl°rANCS14,.6t —e4k :0'4 rani rsoN fl.%77r. vern40021200C • 1 tM). Zla� '11Stt(4�yy t7Utl�D7a9n aR4 <�.*SYvaC E d° F1ScE 0) added 2 _pt. lock Info 744443436 1106... Ealet 143443e0 4 7/84 eztind .d Mgrs S 1' mower U*3/Nadok Sw0 -101 1070 Technology Dr. Nokomis, FI. 34275 USTR Thad ey: orta LLB. 77/77/00 Drava e1: D.B. Chfd Drrim dote: Desarptaxu French Door - Anchorage/B.O.M. 161 NO VENDOR N4 Seek: Seel• &wig No. 4014 971 Rev: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• M IA Pal IOADE MIAMI DADE COUNTY. FLORIDA • • • • • • •' • • • • • METRO -DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE ( O) • • • • • • • • :140 WESTFLAGLER Srusf, SUITE 1603 PRODUCT CONTROL DIVISION '.' • ••. '.' '•' • •• MIAML FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NON.. • • • ••• • • PGT Indus r es • • 1070 Tedmology Drive • • • • • • a ••• • • • 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 -Dace 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 (AIM. This NOA shall not be valid after tie expiration date stated below. The Miami-Dade County Product Control Division (Iii Mucci Dade County) and/or the /Iii (in antes other than Miami Dade County) reserve tlx 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 Azar 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 mein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C-740 Aluminum Casement Window - impact APPROVAL DOCUMENT: Drawing No 7045 -8, titled "Aluminum Casement Wmdow, Impact' , sheets 1 through 12 of 12, dated 12/17102 with revision C dated 7/10103, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Ward -Dade County Product Control Revision stamp with the Nntice: 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 foilovving statement "Mani-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 chose 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 ties 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 uses 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 submitted documentation was reviewed by Manuel Perez, P.E. NOA No1114611.02 lratiion Date: May 22, 2008 val Date: October 9, 2003 Page 1 NOTES: LARGE MIS I ,,E WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENER x 0 x Q X GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. & B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF 2 2 SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (I) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED 0 0 GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" u .. HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1)5116* LAMINATED COMPONENT WITH A 3 /8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATION& X, XX, XO, OX, MU, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F 4. F. FOR a "COX" & "0" CONFIGURATIONS SEE SHEETS. G. FOR %COX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "COX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX 4" FROM CORNERS MAX 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2' SPACING ON VENTS MAX 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED ._ITE ONLY JAMBS: MAX 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 114" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, BAND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FCLJR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL- 3680, FTL- 3582, FTL -3587 ANC FTL -3729 CONFIGURATIONS OPTIONS 2 4 0 0 X 4 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 • • • - -4141 • • • 00• • • • 00 • • • • • O 000 • • • • •000 • • 00 • • • • • • • .0 •0 0. • • 4 • • • • 0410" • • • 0000 • • • •• • •• •• • • • •• • PRODUCT REVISED adding Code Aaceptasite • • • 3117/ Os& 33 A ,. c cur REVISE ANCHORAGE NOTE4 ADD t3H8'LG. 8 MOVE &Ana DETAILS 70 SdEET2 No 014114GE THIS SHEET Czar I 107D TECHNOLoaroliner NOKOMIS. Fa setts as DDr r629 NOKOASS FLSe274 Vsr>b Better NOTES AND TABLE OFCDNTENTS ALUMIIVUM CASEMENT WINDOW, IMPACT ` NTS I 1 `"" d 12 7046-8 74o/a3 Wyatt ATurner, P.E. PE1 Mach•rdoal • 14 • w- .090 SOLUTIA OR DUPONT PVE INNER LAYER 1/8" ANNEALED GLASS hr-- 118° HEAT STRENGTHENED GLASS 3116° ANNEALED OR HEAT STRENGTHENED GLASS 00 13116" 318" AIR SPACE 118" HEAT STRENGTHENED GLASS .C90 SOLUTIA -�— OR DUPONT PVB INNER LAYER 5118' LAMINATED COMPONENT 118" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8' HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE • • a • • •• • • ••.. 4 • .... • • • •• .•. • • .u• ••• • •• • • • • • . • • •• • • • • • •• • • • • • • a • •••• • • • • • •••• • • • • • •• • •••• • • • • •• • PRODUCT ISVISRR n, smooth% iallb Me Finial Attatiliona i 02 FA 33 8 RECIRAw GLAZING ZING DEr,J1S a AOO 19118' LG. FA er Meta 7/10!03 FJG NO CHANGE THIS SHEET' 1070 1E02 04Qt37 M1VE 'MOM FL 31275 RA BOX 1528 NOKCMIS. FL 34274 Visibly Reiter GLAZING DETAILS Mir 7 fo j ALUMINUM CASEMENT WINDOW, IMPACT Lucas � P.B. �oa.a•e .}+r shat b.•w•xa ,ar: G4.748' I NTS 12 d 12 7045 -8 [ C Mechanical •.•• •. •••• • .••• • ••• • • ••• • • •. •• • •••• • •••• • CENTERLINE 1 1/2" 1 1/2" ANCHOR LOCATION TYP. MUD-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) T 13" MAX. O.C. t 4" MAX. t 4" MAX. SEE MID-SPAN ANCHOR DETAIL M. (2) 30" MAX. DAYLIGHT OPENING MEETING RAIL DETAIL (SEE SHT. 1 NO-E 4) 134' MAX. WIDTH 63" MAX. DAYLIGHT -- OPENING A, DENOTES HINGE LOCATION AT HEAD & SILL OF'X"PANELS, TYPICAL.. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH MAX. "-- DAYLIGHT +- OPENING 13" MAX. O.C. i 4" M } 4 "MAX.--J 30" MAX. DAYLIGHT OPENING 1 / X SEE MEETING RAIL .DETAIL TYII. (2) 56" MAX. DAYUGHT OPENING 63" MAX. HEIGHT I 141/2" MAX O.C. TYP. • ELEVATION "B" - 83" HIGH'DOC" "• • (SEE SHEET 5 FOR PRESSURES) A NOTES "X" PANEL MAY SWING IN EITHER DIRECTION r/ .r 0 `-°- 13" MAX O.C. -+-- -m. 37" MAX. VENT TYP. SO' MAX. FIXED 56" MAX. , DAYLIGHT OPENING 63" MAX HEIGHT • •••• • • •••• •• •• •••• • • •••• ••• • • • •• • • • • •••••• •• • • • • •• • • • • • • • • •••• • • • • •••• • '� I •--ur 1 14112' MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP, (4) ELEVATION "A" - 83" HIGH "COX" (SEE SHEETS 8-8 FOR PRESSURES) •• • ••• • • • • •• • PRODUCT REVISED taambisprilb theFiwide Stsidbm Cork Ateeplaser Me • • •w•••• • 1 • • ••• • • • ••• •�•••• • • • •••• • • • •••• • • FJC er Rawl ltr FA *weft FJC Daft Des: 7710103 romdeac A REVISE' ANCHORAGE e c CHANGE StSEEMO. R EN ES ADDHINGE LOGATONDETAILS Oar t7/d2 C•nvt•p owe: 1070 TEE1O{0tOGYDRIVE Na. H.34 P.a. B¢lt 1678 NOROMAL FL 94274 Bar Itisilgy Better 'XCX"& War ELEVATIONS AL• UMINUM CASEMENT WINDOW, IMPACT QA.740 I NTS ( 9 " 12 rriuft 704543 I C 7/(o /©7 tames A Tumv, P.E. P84bE201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 32" MAX. WIDTH MAX DAYLIGHT OP ! NG ® DENOTES HINGE LOCATION AT HEAD & SILL OF °X° PANELS, TYPICAL. SEE HINGE DETAIL $HT. 4 SEE MIDSPAN ANCHOR DETAL SHT. 3 TYP. (2) 65° MAX. DAYLIGHT OPENING 4° MAX. 72" MAX. HEIGHT I {{ 141/2" 4° MAX I — k MAX. o.c. ELEVATION "C° - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 112° MAX. O.C. VENT HEAD & SILL ONLY 13° MAX. 13" MAX. O.C. 4" MAX. 3r MAX. WIDTH 30" MAX. DAYLIGHT OP NING 1 56" MAX. DAYLIGHT OPENING X A 60" MAX. WIDTH 53" MAX DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 'TYP. (4) 63° MAX. HEIGHT I _141/2' 4" MAx MAX. o.C. ELEVATION °D° 63" HIGH °X° (SEE SHEET 5 FOR PRESSURES) 4° MAX. 1 4" MAX. _ 37" MAX VENT t 60° MAX. FIXED 97° MAX. WIDTH: 30" MAX. 53" MAX. DAYLIGHT - DAYLIGHT OPENING OPENING 58" MAX. DAYLIGHT OPENING 13 MAX. O.C. 4 MAX. -- -� -13" MAX. O.C' 63" MAX. HEIGHT •••. 4 MAX • • ELEVATION °E"- 63" HIGH "O" •,,• ii• • •• (SEE SHEET 6 FOR PRESSURES) • ti •••• • ® NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION HEX A `- 1 13" MAX. D.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HT SEE MEETING, RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F' - 63" HIGH'XO" & "OX" UNEQUAL UTE (SEE SHEETS 7-6 FOR PRESSURES) •. .• • ,•••• • • • ••• • • • •• • • • • • • •• •• •• • • 1•••. • • • • • • •••• • • • • •••• • • •• • • • • • • •••• • • • •• • • PRODUCT REVISED as eamply.legoith the Florida Beidiag rode • • F.K lievaefer F.K. gamailJg F.K trasn6Y F.K Maw 311743 bac m0/xr 12!97102 ftlataloost A knW""c B • c Ohmage OF Ft A MIE ANCHORAGE CHAINIE SHEET NO. RacERENCES AMNON DETAILA HINGE LOCATION NOTES now i TECHNOLOGY ORIVE moot= FL $4275 P.O 119X t NZIKOMIS, R 3t?r4 Onctibilsr IC; 'O ISO'& OIL ELEVATIONS VLsih Satter ALUMINUM CASEMENT WINDOW. IMPACT CA 740 NTS 14 d 12 I � 7045 -8 I C Lucas A.TumE. P.E. PE t1582t Mechardad • \ _ 58" M MAX. 13" MAX. D.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HT SEE MEETING, RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F' - 63" HIGH'XO" & "OX" UNEQUAL UTE (SEE SHEETS 7-6 FOR PRESSURES) •. .• • ,•••• • • • ••• • • • •• • • • • • • •• •• •• • • 1•••. • • • • • • •••• • • • • •••• • • •• • • • • • • •••• • • • •• • • PRODUCT REVISED as eamply.legoith the Florida Beidiag rode • • F.K lievaefer F.K. gamailJg F.K trasn6Y F.K Maw 311743 bac m0/xr 12!97102 ftlataloost A knW""c B • c Ohmage OF Ft A MIE ANCHORAGE CHAINIE SHEET NO. RacERENCES AMNON DETAILA HINGE LOCATION NOTES now i TECHNOLOGY ORIVE moot= FL $4275 P.O 119X t NZIKOMIS, R 3t?r4 Onctibilsr IC; 'O ISO'& OIL ELEVATIONS VLsih Satter ALUMINUM CASEMENT WINDOW. IMPACT CA 740 NTS 14 d 12 I � 7045 -8 I C Lucas A.TumE. P.E. PE t1582t Mechardad • 1- .1:rovj w.?.►w i:mil cxi soi ti(.1:F• -3� pica aria r1,:i.K L-tsr i r irol ow'j+) i K.I:4 E : .11[;i klatiMAE:iii. A►f ii7F7� iI�iii�':l�i��T17ei;F.1[o4 �ifiFl iJ:67 ikrt[ 11�':;:Ir( yr lliti TiatViC7girrrilll VA 3iL: /1111111. "X" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A B,E A B,E A B,E A 26.000 31.000 36.000 38.375 43.000 48.000 50.625 "X" 'WINDOWS TEST REPOR 8: FTC -. FTL -3587 729 11111111 57.000 1 i t'F i t L CI 1L t�� t r L i L °i1. w�j ' ° Ii i ..J • .II ''•�u L L !JL�► u. rued 'rig r:1 1L '.�� r�T* 1I I -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 70. 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -9D.0 -90.0 -90.0 .0 -87.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1 1 '_.1 i MO G'i 1 lain -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 70.0 700 700 70.0 700 700 700 1 f -90.0 -90.0 -90.0 -90.0 -83.6 -90.0 -68.4 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 4 70.0 -90.0 -00.0 -90 .0 -90.0 -79.9 -90.0 -63.9 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 63.9 -90,0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 70.0 70;0 700 70.0 70.0 70.0 60.0 -90.0 -90.0 -90.0 -910 72.4 90.0 -58.5 70.0 700 70.0 70.0 70.0 70.0 58.5 70.0 -90 0 -90.0 -89.6 -90.0 -89.9 -90.0 -56.2 -90.0 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 -90.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 -90.0 -90.0 -842 -90.0 -66.2 -90.0 •51.3 90.0 70.0 70.0 70.0 70.0 662 70.0 51.3 70.0 -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 70.0 70.0 0.0 70.0 65.0 70.0 49.6 70.0 -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 70.0 70.0 70.0 70.0 83.7 70.0 48.3 70.0 900 -90.0 -75.0 -75.0 -75.0 -75.0 75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 86.3 -90.0 -75.0 75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 11S157 EOM FC1i7 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 700 70.0 655 700 604 70.0 59.0 -61.8 -90.0 -57.5 -750 -54.3 -75.0 -52.8 61.8 70.0 57.5 70.0 54.3 70.0 52.8 -58.9 -90.0 -54.9 -75,0 -51.1 =75.0 -49.9 58.9 70.0 54.9 70.9 51.1 70.0 49.9 151371109 ]kL Iii _J Val -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 70.0 51.8 70.0 47.9 70.0 46.4 70.0 -90.0 48.6 -75.0 -44.8 -75.0 .43.5 -75.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 -50.4 -90.0 -45.2 -75:0 -42.2 -75.0 -41.1 -75.0 50.4 70.0 45.2 70.0 42.2 700 41.1 1 1 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 70.0 42.4 70.0 39.7 70.0 38.6 70.0 -45.6 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) 'X" WINDOWS GLAZING OPTION: C. 7116" LAMI (3116"A,.090,3116"HS 107 AND ALL TEST REPORTS: ' FTL -3580, FTL 3587 COMPARATIVE ANALYSIS TABLE 3. • ED ON 114' TAPCONS OR #14 SCREWS ST REPORTS: FTL -3582 1'1'1 A 26.000 31.000 36.000 38.375 1I1 1 48.000 50.626 Nuaji, 1 1 1 LLl Las] I Laa L7 IL ',• � Lau L ± 1 I fgei ='•L I.1 i [ J Kei CL J I i I G LI 7 En -75.0 70.0 76.0 ELM 60.000 83.000 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 45.000 53.125 57.000 60.000 64.000 88.0 00 74.000 A -76.0 75.0 70.0 70.0 -76.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 700 700 -75.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 •5.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 75.0 70.0 70.0 76.0 -75.0 70.0 70.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 70.0 -69.6 69.6 -65.2 -63.0 70.0 -69.5 69.5 -67.5 67.5 63.0 -60.8 60.8 -58.0 58.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 639 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 700 -61.8 61.8 -58.9 58.9 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -65.5 655 -57.5 57.5 -54.9 54.9 -80.0 60.0 -58 .5 j -56.2 Ems! Fes] 56.1 =53.8 FT:] EMI 50.4 Cufa CM 45.2 EEC On I -44.8 Et10109En -51.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -75.0 70.0 -76.0 70.0 70.0 -67.9 67.9 -59.0 59.0 IENEMEIMOLBEI -52.8 52.8 -49.9 49.9 -47.9 -46.4 51.8 -48.6 48.6 46.4 -39.7 39.7 38.6 ABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS)) '70C WINDOWS TEST REPORTS: FTL -3582, FTL-3729 GLAZING OPTION: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E 13/16" LAMI (11911S,3/8" SPACE,5116" LAMI -W/ 1/ 8"HS,.090,1/8"HS) ALL "' XC" SIZES UP TO74.000" WIDE x 63.000" HIGH 1-75.0170.0 ABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "�0(" WIN S TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAM (3/16'A,.090,3/16"HS) ALL" XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1- 90.01`70.0 (sr: F.K. n,/r 3/17143 A REVISE TABLES 1 NO) $ GLASS TYPEA gandlar KEG EMI EEO ItElfl IETABKEIEI -90.0 70.0 -87.q 70.0 -84.4 70.0 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • •• • 5 NOTE: IF USING 3/16°TAPC ONS OR 612 SCREUdS DESIGN PRESSURE FOR WC" WINDOWS IS LIMITED TO 48.7 P.S.F 00,00 • • •••• ••• • • • •• •06.00 .• • •• 10•• • • • • • • • • •• •• •• • •• •• • • • • •• • • 0000 • • •� 0000 • • • •• • • PRODUCT REVISED aseseuplyingwEb the Raids &then Cede iturPtisuct Bate By iB • ••.••• • • Vats• 3/13!0.9 liRUhs B ADOGLASS TYPE ETOTABLES 1 $4 tarorr,r F.K OtaratQK FJG 7710/03 War 12117102 C NO CHANGE TKO SHEET 1070 TECHNOLOGY ERNE NOK021 S, 834978 P.4 BOX Ie2S FL 34274 trail+ Baser flomelssa PRESSURES- X& XX CONF/G. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA.74o I NISI .e 12 raw t C `h -716h 3 Lucas &T P.E. PE 1188201 Muds/Wu LaityL- : alicAr\i1I L1 1 • 1 r 1- '• "n: - 4 I49 �+ �' . / i)" +' I`I•'•}.r -4 • •. a>1 FTL. 3582 t )T'V Z • • =I • ^f TT T 1 A,• 1'::TI , • , 'f if j T . +, it•. + * V P - 1 -'A T'T. T. E. 13/16" LAMI 118 815316" SPAC 5/16" LAMI -WI 1/8"H .090 1/8"1-I6 "0" W I D T H "XOX" WIDTH 26.000 31.000 36.000 38.375 43.000 46.000 50.625 54.000 ` 57.000 60... + 53.000 NEG - • - NEG .POS N E G P O S NEG -POS NEG 'POS `�-r POS' NEG P 0 6 N E G ` P 0 6 ET! FM ►1_ r P08 1=1 POS 38.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 70.4 70.0 -60.4 ':60.4 -54.3 I 51.1 EMI Cf17 Can CID '44.8 InEll 422 = 39.7 Eltj 72.000 I -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 Ea] fial INTI + 75.a 70.0 -75.0 70.0 11 1 7 En C -900 70.0 -90.0 ;70.0 -00.0 70.0` -90.D 70.0 -90.0 70.0 -90.0 7010 90.0 kin -90.0 700 -90.0 70.0 -90.0 ECE IMIEJEM 37.000 A -750 700 75.0 70.0 - 73.7 70.0 573 67.9 -59.0 59.0 -62.8 528 '-49.9 Elfi EZLI 48.4 433 !M EM EMI -38.6 38.6 74.000 I C -75.0 70.0 -75.0 70.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 I + + -75.0 70.0 75.0 -90.0 100 70.0 80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 '70.0 -IN) .0 70.0 -90.0 700 . + + + + -90.0 70.0 -90.0 70.0 .0 700 39.600 A - 7 5 . 0 + - 7 5 . 0 70.0 -67.8 67.8'' -621 62:1 -55.7 35.7 -49.8 498 -48.9 EMI -433 43.6 -41.1 EMI 38.8 -38.5 38:5 79.000 - 75.0 70.0 -75.0 + + -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 EfOCI IE611 .75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C 90.0 '70.0 -000 70.0 90.0 70.0 -90.0 70.0 - 90.0 700 -900 '700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 + 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58A 58.4 ] 63.3 1.121 584 fain '53:4 IEE1 50.0 -46.9 46.9 -44.3 443 -41.9 41:9 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 II[lX 1 -75.0 EMI Val Kin 11:i731 70.0 -75.0 Ell El] 700 IIELB ' -75.6 Iffil 70.0 C -90.0 + + -90.0 + + -90.0 70.0 -90 + 70.0 Ern 70.0 -90.0 Ell IMI 70.0 nil 70.0 11=11Ell EiThi KT] 45.000 90.000 A L7L=J C -75.0 70.0 -70.3 70.0 -58.0 58,0 -54.6 54.6 459.3 59 3 Cam] 5&6 -50.9 '50,9 -47.5 47.5 -44.7 gIlla nil gairwriEN 70.0 Ital KU C I 38.4 1620 -75.0 -90.0 70.0 -75.0 70.0 -90.0 + + 70.0 -75.0 -90.0 70.0 70.0 -75.3 -90.3 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70:0 + + .aft E -75.0 Ell -75.0 70:0 -75.0 ± + i + + =78.9 + + :72.4 70.0 -69.2 48.000 96.000 A -75.0 70.0 -65.0 65.0 -54.3 54.3' -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -46.3 jam,] -42.5 42.5` 40.4 40.4 -38.4 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 7110 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 i + 70.0 - 90.0 70.0 -66.0 700 -80.9 70.0 -75.0 70.0 70.7 70.0 fan 67.3 -84.1 64.1 50.500 �.. 53.125 54.000 101. + + 1 106.3711:1C11103 108.1+ * A I 75.0 -75.0 70.0 -60.8 70.0 -75.0 60.8 70.0 -51.3 75.0 5t3 70.0 - 48.3 753 48.3 70.0 -527 -75.0 527 70.0 -48.7 -75.0 4&7 70.0 - 48.9 - 75.0 46.9 70.0 -43.5 - 75.0 43.5 70.0 -41.3 75.0 41.3 IOU 39.2 750 E -37.1 Ellrui' 700 74.3 ED C A C A - 90 . 0 -75.0 -90.0 -75.0 7 0 . 0 -90.0 �IEN !E WEN 70.0 -75.0 7 0 . 0 56.7 EMI - 9 0 . 0 -48.7 -75.0 70.0 48.7 70.0 - 9 0 . 0 -45.4 75.0 7 0 . 0 454 70.0 - 1 0 . 0 -50.0 - 75.0 70.0 50.0 70.0 -81.2 -48.9 750 700 461 + - 7 5 . 7 -442 W; 70.0 44.2 70.0 70.3 442.2 - 75.0 + + Ukin.1I -68.8 C' 40.1 -63.5 -38.0 63.5 360 -60.5 F.:1E,,*-1 -72.4 l 70.9 70.0 75.0 70.0 - 75.0 70.0 70.0 -90.0 70.0 -58.2 70.0 IF */ -90.0 -47.9 ] 70.0 47.9 70.0 -90.0 - 44.5 -75.0 70.0 44.5 70.0 3 -49.1 -75.0 70.0 49.1 70.0 76.4 -45.3 -75.0 700 453 700 M1 -43.4 +] 70.0 43.4 70.0 -68.5 Ci[] Wffi 66.5 41.9 70.0 -63.0 -39.8 63.0 E -60.0 lt}L1 60.0 Fi7:j -57.3 -35.9 IF E.11 ( C -75.0 70.0 -75.0 70.0 lik.a + + .75.0 70.0 earnalli EMI + 70.0 -00.0 70.0 Ifa1 70.0 7 + I 70.0 Ea] 70.0 -75.0 700 - 70.1 70.0 -65.4 65.4 -81.8 61.8 -59.1 59.1 -66.4 nxii 55.500 ►'+ L A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 -67.5 47.5 -43.9 439 -42.2 [ 1 -40.8 E] -39.1 39.1 -37.2 r4i .35.4 35.4 [C CUE + 4 -75.0 70.0 .75.0 70.0 -74.3 700 -70.8 70.0 -90.0 70.0 �7 70.0 70.0 . + + 70.0 -84.3 70.0 -725 700 111, E071 63.6 -801 C+3i1! Qif3 IMO 69.6 57.000 114.000 A W C -75.0 70.0 -582 562 -44.81.42.1 42.1 -t-6.2 482 425 425 Irag MI -39.8 39.8 -38.5 38.5 Eaj 36.7 -34.8 -75.0 90.0 70.0 -75.0 70.0 -90.0 70.0 70.0 - 75.0 -90.0 700 70.0' - 75.0 -90.0 70.0 70.0 - 75.0 - 81.8 70.0 70.0 -75.0 -70.7 700 700 EEE1 C NA ETA 66.7 lifaillEil -81.8 [Ill - 75.0 -58.7 70.0 58.7 -73.3 -55.9 + + 55.9 CI] LA-1 532 58.000 ' I1111 A 74.2 70.0 - 55.0 55.0 43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 C1F] - 40.2 40.2 -38.7 36.7 - 37.6 37.6 36.1 361 -34.2 342 . -75.0 70.0' +1 70.0 -75.0 70.0 -75.0 + + 151] 70.0 IM1 700 75.0 Ell -75.0 70.0 75.0 70.0 72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 79.4 70.0 49.0 691 -64.9 54.9 -60.4 6o.4 -573 IlaiEl -54.5 UM -51.6 61.6 60.000 A -72.9 + + -53.4 53.4 42.2 -39.7 39.7 -433 KTM EM 40.4 392 EL] .7 -35.5 Ell : 33.7 33.7 120..' 4 • - 7 5 . 0 70.0 - 7 5 . 0 7 0 . 0 . 7 5 . 0 7 0 . 0 - 7 5 . 0 G> ] - 7 5 . 0 IMIR EDI 7 0 . 0 M a l i 7 0 . 0 -75.0 7 0 . 0 -73.3 11E14 -71.0 ED CILI 67.4 C -90.0 7 0 . 0 -90.0 7 0 . 0 -90.0 + + - 9 0 . 0 7 0 . 0 -77.1 70.0 -87.3 673 -63.3 83.3 -59.1 E:lll -55.9 E'.. 1 -53.0 IF T1 -50.0 50.0 & °1/4 -12 -14 XOX" WINDOWS TABLE 7.(BASED ON 114" TAPCONS OR 814 SCREWS) GLAZIN OPTION: D. 7116" -AND (3111:7146..090.3/161-1S) TEST REPORT: P71.-3580 ALL •" SIZ S P TO 60.000 WIDE x 63.000" HIGH AND "XOX" $ PTO 120.000' I"E .000" HIGH -90.0 70.0 4 X 1 2 0 X O NOTE: IF USING 3/16" TAPCONS OR 812 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX+ WINDOWS IS LIMITED TO 41.3 P.S.F. .••• • •••• • • • .••• • ••• • • •• • +••• •• • + • • • • •• •• • �••• • • • • •••• • ••• • • • •• • • • • • • •.. • • •• • ••• • • • ••• • •••r•• • ••• • • • • • •••• • ••• • • • • complyistraiditki Rodin Ampbate ttgx 3/t7703 A RENEE TABLE 8. GLASS TYPESA & C pmtl•1 F.K. mead sr F.AG DarngF Fx taw Iry NUM Dame eer• 12/1W02 !ice B tmdvm: auldadVis c ADODLASSTYPI: F TO TABLES NO CHANGE TIN SHEET 107• TECHNOLOGY DRIVE NOMMIS, FL 31275 PJ. SOX tli9 NOK0z$ FL31274 PRESSURES- O & 1141/2 -114 XOX COWS. WINDOWS ALUMiIJM CASEMENT WINDOW IMPACT CA440 I NTS 1 B 12 7046.8 l C 41 4 -7 b `- - 70/03 LUZIIS A.T•m8r, P.E. FE f1 kteendlatt • •. • •• • COMPARA IVE ANALYSIS TABLE 8. =. • • • _ .3" ;:, �-. 4� . � -• • _'. ED ON 1/4" TAPCONS OR #14 SCREWS ,' , • , • • " T" • : FTL-3582 1 1 3 "XO" WIDTH 37.000 "XOX° WIDTH X 0 28.000 31.000 38.000 IllEaUjill 43.000 48.000 50.525 64.000 57.000 .' ,r " [ L i Lio Lai To . L 1 'L W r i : . emu-0 T 1I ± JCE J -1.i] O 'G.�3 Taii wiJL °'.0 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75,0 70.0 -75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 76.0 70,0 -76.0 70.0 -76.0 70.0 -76.0 70.0 76.0 70.0 :76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ` 70.0 49.333 53.125 74.000 (.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 780 70.0 75.0 =700 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 -7&0 70.0 7 9 . 6 8 8 A - 7 5 . 0 70.0 -75.0 70.0 75.0 70.0 :75.0 70.0 75.0 70.0 - 76.0 70.0 76.0 70.0 76.0 70.0 70.0 Em 88.5 -67,5 - 58.000 84.000 A - 750 70.0 -76.0 70.0 -75.0 70.0 -750 70.0 75.0 70.0 -75.0 70.0 71.9 70.0 -87.7 87.7 41:9 °84.9 42.7 827 40.4 ` 804 60.000 64.000 90.000 A -75.0 70.0' -75.0 70.0 -75.0 70.0 75.0 70.0 -750 70.0 -68.4 68A 43.9 63.9 -60.0 80A -58.5 En -582 i 2 50.4 lallEll -47.7 47.7 98.000 A -75.0 '70.0 76.0 70.0 -75.0 70.0 780 70.0 71;1 70.0 -81:8 61.8. -58.9 58.0 -58.1 .58.1 -5:i.8 En -504 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 48.4 88.4 -582 582 -55.6 55.6 -52.8 52.6 -49.4 49.4 -45.9 (",� -43.1 (31 40.3 70.917 106.375 A 75.0 70.0 75.0 70.0 -75.0 70.0 _71.8 70.0 41.8 81.8 -55.1 8b.1 ramEn - 48.9 48.9' "45.8 45.8 -42.8 428 40.3 72.000 108.000 A 75A 70.0 -75.0 70.0 760 70.0 704 70.0 -60.4 80.4 -54.3 Eng 41.1 .47.11 47 8 -44.8 44.8 -42.2 422 -39.7 39.7. 7 4 . 0 0 0 111.000 A 75.0 70.0 75.0 70.0 -73.7 70.0 47.9 67.9 .59.0` 5&0 -52.8 52.8 -49 °9 49.9 -48.4 48.4 -43.5 43.5 -41.1 41.1 -38.6 388 ABLE 9. (BASED ON 1/4° TAPCONS OR #14 SCREWS) 910" or "Or & "1/3 -113 -113 XOX WINDOWS REPORTS: F11.- 3582, FTL -3729 GLAZING OPTION: B. 5416° LAMI (1 /8"1-8,.090„1/8"-IS) E. 13/16" LAMI (1/81HS,38" SPACE,5/16" LAMWN/ 1/rHS,.090,1/81-03) ALL "XO' OR "OX° SIZES UP TO 74.000' WIDE x 63.000° HIGH AND ALL "113- 1/3 -1/3 XOX SRES UP TO 111.000" WIDE x 63.000° HIGH 1-75.01 70.0, • • • • ABLE 10. BASED ON 114" TAPCONS OR #14 SCREWS "XO" or "OX & "1/3- 113.113 XOX" WINDOWS TEST REPORT: F rL -3580 GLAZING OPTION: C. 741E" LAMI (3/16"A,.0902/191HS) ALL °XV OR "OX SOBS UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 113.1/3 MX" SIZES UP TO 111.000" WIDE x 63000° HIGH , -90.01 70.0 . • NOTE: IF USING 3/18" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX' AND "XOrWINDOWS IS LIMITED TO41.3 P.S.F. • • • 9' 1 1 3 3 3 X 0 X O • • •• • • • ••• • ••• •1 •• • ••• ••e ••• • • • ••• • • • •• • • • • •• • • • • •• • • •••• • • • •• • •• •• ••• • • • • ••• • •••• • • • •• • PRODUCE *EVI$ED Wain Code eF A4reP•acene ••• • men: FA F.K. FIG fbasibr F.14 3/17433 Osdr 3/1543 12/17/02 A B a C REVISE TABLE8, GLASS TYPE A A00 GLASS TYPEETOTAB E8 NO CHANGE 7108 SHEET Odor 1979 TECHNOLOGY CANE NOICASS. FL 34275 AO. BQXma FL 34274 “Gar irieiblyBetur PRESSURES -X0, ©X, 81/3- 1/3.4/3XOX WINDO ALUMINUM CASEMENT WINDOW, IMPACT CA-740 I eNt TS, 12 la"'"' 70458 a.r.arr Lucas A Tumor. P.P.. FE 6118201 Mechanical • • ••• • •• • ••• •• • • .•• • • .1-1. 1 1111 lALM -1iIti ■1I:lii.iii..1SLAI Iiira3 tLCIAt + E. 13116" LAMI 118"18 "XOX" WIDTH 69264 VENT WIDTH 19.125 AXED WIDTH 31.014 66.919 24.000 38.919 NEN IIGII LED 95.973 26.500 42.973 108.649 30.000 48.849 ��j�� -�� 336..0�00 Lai 11113 � � _ �� y■ �� Lad � ��y �� ` �{ ■ 911-t-J■r-. Lard L133J min' LLLi:JIi'1J �1I4-ci tiu -do it !?' .°` -. -, 50.5 SPACE 5118" LAMI- W11/8 "H8.0901/8"HS 30.35 43.000 48.000 50.825 54.000 57.000 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 70.0 75.0 -90.0 70:0 70.0 -90.0 70.0 70.0 Eall 70.0 -64.9 '-6 .6 60.8 -58.1 58.1 tEil 56.1 tau Lai -50.5 6I.1[el6tii•1 Lit i!1 Eet.-1111 ELM di4'1 1 1 1 70 -75.0 -90.0 70.0 - 70.0 1 1 -90.0 70.0 BE D ICE w -75.0 -90.0 -75.0 -75.0 70.0 70.0 1 1 70.0 -89.1 89.1 -83.4 83.4 -56.5 58.5 -50.4 50.4 EEO 75.0 -90.0 -60.5 -75.0 70.0 70.0 60,5 70.0 -75.0 -90.0 70.0 70.0 :75.0 -90.0 CaE] L rirgIa -75.0 70.0 -75.0 70.0 70.0 621 70.0 -75.0 40.0 -75.0 70.0 70.0 55.2 70.0 -75.0 -90.0 -52.6 -75.0 47.5 70.0 70.0 52.6 75.0 -90.0 -49.1 -75.0 70.0 70:0 70.0 49.1 70.0 -90.0 70.0 -90.0 70 0 -90.0 -41.6 -75.0 -90.0 -48.2 75.0 41.6 70.0 70.0 48.2 70.0 PEE -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70 0 -75.0 -75.0 IMO 39.2 70.0 70.0 70.0 -73.8 -85.2 70 0 70.0 70.0 70.0 Mil Mil -75.0 70.0 -53.5 63.5 -50.4 50.4 -54.5 54.6 -50.7 50.7 115.892 32.000 51.892 122.000 33.887 54.827 123.135 34.000 55.135 126.000 34.791 58.418 130.000 35.896 58209 w MAI D 11311 Ethrl CAA D EMI C I� •.i 1 [311 VII MU CAA -75.0 70.0 -75.0 70:0 -75.0 70.0 -75.0 70.0 -900 70.0 -90.0 70:0 75.0 70.0 -90.0 -75.0 70.0 70.0 -75.0 70.0 '70.0 -75.0 90.0 49.9 -90.0 70.0 46.8 70:0 70.0 IEEE EFEI 70.0 -75.0 -75.0 -90.0 70.0 70.0 90.0 -75.0 -90.0 70.0 70 0 70.0 -75.0 70.0 ETB 48.2 70.0 -44.9 -75.0 44.9 70.0 -78.6 70.0 70.0 70.0 -79.5 70.0 -73:8 IERif 70.0 -42.0 ebag -45.5 -75.0 45.5 70.0 70.0 -75.0 -88.3 70.0 68.3 -40.7 -75.0 -64.8 70.0 40.7 70.0 64.8 -40.1 -75.0 -81.4 40.1 38 8 70.0 -44.0 -75.0 44.0 70.0 EMI EMI I IDC: 75.0 70.0 -75.0 70.0 -42.8 -75.0 X33 Cpl [! 70.0 75.0 70.0 -39.5 -75.0 39 5 70.0 -74.9 37.5 70.0 90.0 70.0 -90.0 70:0 -90.0 70.0 46.8 -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -81.0 81.0 -58.4 58.4 -39.3 39.3 -75.0 70.0 -75.0 70:0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 75.0 70.0 -45.5 1 1 -90.0 70.0 Eg67 70.0 MED 70.0 7 68.8 -84.1 84.1 -60.5 IEEE EYE la] ET1 LA -75.0 -38.8 EEO ION IlEkktA KU 70.0 70.0 38.0 70.0 70.0 -35.5 70.0 -71.0 -57.9 -42.6 42.6 -48.7 48.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 Egil 70.0 -75.0 41.8 rrivi 402 -38.7 38 7 38.9 -35.0 70,0 -75.0 70.0 -75.0 70.0 70 0 -70.1 130.378 36.000 58.378 134.000 37.000 80.000 -75.0 -90.0 70.0 -90.0 70:0 70.0 -43.6 43.8 •1: MEIUN 70.0 L' l 81111 N3 70.0 1 j -40.4 40.4 -45.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 750 82.5 -59.2 68.5 38.9 Etiki 38.2 70.0 -75.0 -72.4 70.0 -53.8 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 89:3 -65.3 85.3 -606 80.6 -75.0 -90.0 70.0 -43.5 70.0 70.0 !] -90.0 70:0 -41.0 41.0 -45.0 45.0 EMI -40.3 40.3 -38.8 38.8 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -57.8 -75.0 -54.7 54 7 51.9 5.211 35.1 rEMZE) COO 70.0 nil Ell IED2 EMI ISM Ea/ 70.0 70:0 -90.0 70.0 79.6 70.0 -69.1 89.1 -65.1 -60.5 60.5 -72.9 70.0 -75.0 70.0 EM Mg] 70.0 -39.7 39.7 -43.5 -40.4 40.4 -39.2 39.2 nu Emil Earl -36.7 57.4 88 6 • • • • • • • • • • • 51 7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 750 70.0 MEE 70.0 -71.0 70.0 -67.4 -900 70.0 90.0 70.0 -90.0 70.0 70.0 -87.3 -83.3 83.3 -59.1 59.1 -55.9 53.0 40 0 50.0 "XO" & 'OW WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND TRE FIXED WIDTH. TABLE 12. BASED ON ve TAPCONS OR #14 SCREWS IEST REPORT: FTL-3580 ALL "XCr or"Or SIZES UP TO 97.000° WIDE x 83.000" HIc31- WITH 37.000" MAX. VEI4T WIDTH AND 60.000" MAX. FIXED WIDTH NOTE: IF USING 3110' TARCONS OR #12 SCREWS DESIGN PRESSURE FOR 'ICY oR uor AND %OW WINDOWS IS UNITED TO 41.3 P.S.F. YA72 REUSE TABLE 11, GLASS TYPESA AC ACE SIASS 7YPEE TO TABLE 11 NO CHANGE 7MSStlEET 1970 TECHNOLOGY OR1Y& Nato .0184275 Pa SOX 1.029 NOiPCIAS. L34274 -90.0 70.0 PRESSURES- UNEQUAL CONFIG. XO OX & XOX ALUhfiNUM CASEMENT WINDOW IMPACT Orlivatt 740/0 3 Isms A Turner, P.E. Itichargai • • • • • • • • • • I4 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 000 MAX. VENT MAX. FIXER LITE OPENING DAYLIGHT OPENING OPENINC3 (SEE SHT. 3) s 0 (SEE SHT. 3) MAX. WIDTH (SEE Siff. .3) HORIZONTAL SECTION - XOX REFERENCE `XO" &'XOX.' FRAME ASSEMBLY DETAIL SHEET 10 MAX. HEIGHT (SEE SHTS. 3 & 4) REFERENCE 'XX' FRAME ASSEMBLY DETAIL, SKEET 10 MAX. VENT DAYLIGHT OPENING -..I (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT • • • • • • • • •••. • • •••• • • .• •• • • • • • • • • • 0 •• • •• • • •••• ••• • • • •• • • • • • • t • • • • •• •• • •• • •• •• • • • •• • •• ••• • • • • •••• •• ••• • • • It Alb dia reaDUCT REVISED as cmap[riss with the Fiwii• Balding Coda Acceptance • Hum* valx FA 3117 neradng bda F.K. 3a5103 keesdfte Os* F.IL rR0,03 ma• ev: Daft FK. 12/17102 BMW 01GX A NO clic MS SHEET amiskat B ADD 13/18' LG. GLA27NO BEAD ITEM Raglicar O ca••e2s SIKINTOBP1104GE 1270 7EM40LOOYDRAW NOICIL B. FL 3427S P.O. BOX 1622 MOWS, FL 34274 Vst*Ite er SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 1$717S1 9 • 12 l.•"*. 70454 ( C Lows Toner, P.E. PE$5B201 Ihnhanical FRAME ASSEMBLY TUBE, MAIL: 6083.T6 "X° FRAME JAMB #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3' APART AT MID -SPAN "X° FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T8 'X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3° APART AT MID -SPAN "O" FRAME JAMB "XO° & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL. BE OF 8083 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.15x• 2.138' 5 SASH FRAME HEAD. SILL, JAMB MAIL: 8063-T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL:8083 -T6 DWG# 7005A .082" NOM. 2.919" 2.784 "—�I FRAME HEAD. SILL, JAMB MAIL: 6083 -T6 DWG# 7002A �• •• •• •••• • • •••• • • • t••• • .••• 1•• ••• • • • •• • • • • •0•••• •• • •• • • • • • ••1 • • • • •• •• ••• • • • • • • • • •• • • .••• • • •••• •••• • • • •• • F1NNHiCT 20VaSEa with the Mena &Ming Dub Ateeplatee1. ••. ••• • ... • ••• • .•. .•• ••• ••• • • .•. • ... • •• • • • • • •.. • feed* tee FK 31t7A79 Reels= RESSE() FRANEASS'YOE S SCREW SPACING F.K sar 3125/03 anad"r• RIC °mm 7/10011 teat Dr fK. Dab: 12/17/02 NO CHANGE TFOS3HEET NO CHANGE THIS SIS E7 data 1070 TICIMOLOGY DRNE 01010103, $0190 P9. BOX ISM woad FL UM TEXTRUSIONS & ASSEMBLY DETA!S Ter ALUMINUM CASEMENT WINDOW, IMPACT VisibhBcmer tatettarre ewe ca.740 I NTS esese Stet 0 w 12 � 7108 I C 2/i43 3 Lucas A. Turner. P.E. PtEeoi 1.ma.ai • • •• • • •• •• • • PARTS LIST ITEM DWG # 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21 23 24 25 26 30 t 31 32 33 40 41 43 44 43 51 1155 7008 7003A POT. # 781PQA DESCRIPTION :ITEM DWG# 7025 PAT. # DESCRIPTION MAXIM SINGLE FRAME • HEAD, ELL & JAMBS 08X 1 QUAD PH SMS FRAME CORNER KEY 74 7016 SINC12 LOCK KEEPER 75 1/2"Xlf2°XUS" CI.OSEDCELL FOAM TAPE SASH -TOP, BOTTOM &SIDERAILS 1155 I 781PQA #8'X 1'QUAD PH SMS 7017 7009 7024 7026 54 55 7014 67017K J3 WEATHERSTRIP .187X.240 SASH CORNER RSV MAXIM MULTI -POINT LOCK LOCK SUPPORT HATE 010- 24X.562P11. PAL 7YPEP MULTI -LACK KEEPER (B.H. & L.H.) 1157 1 78X78PPSMS 08 X .875 PH. PN. $MS 7013 7015 7028 7027 7030 7031 TIE DAR (WIDE TIE DAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPISLAThR OPERATOR GASKET BACKIMGPLATE 68.32X.375 PIL 144. WEE B 7032 �_ STUD BRACKET (LH. &R.H.) 7858ZA X 5J8" FLT. PHL EMS 7033 1 OPERATOR TRACK & SLIDER (DUAL ARM) 7022 7023 SNAP -ON HANDLE 3/WLANHATW (MIA & I/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DLIPONT PYB 5/16" LAMINATED (USHS & 1/8HS GLASS) .090 DRIER LAYER - SOLUMA OR DUPONT PVB 7/W LAMINATED (3/16A & 3/16BS MASS) .090 INNER LAYER - SOLLTTIA OR DIPONT PV B 7/16" LAMINATED(3/16ES & 3/1611S GLASS) .090 DINER LAYER- SOWTLA.OR WONT PVB 7036 GLAZING BEAD WW1 7042 GLAZING BEAD (7/16) 1224 611247 VINYL BULB WETP(1iIICK) SIMONE - DOW CORNING 899 OR 995 ARABOND 1634 1 61631C SETTING BLOCK 7006 1635 331 SCREEN FRAME CORNER&EY SCREEN CLOTH 61635K 60976 SKIM SERRATED SCREEAI CUP 78x12PSIW/B X.500 EQ.FN. TER EMS 67 7004A 68 69 70 71 72 7011 7012 67004 FRAME ASSY. TUBE 712X1PP7' 12 X I" PIL PWL TER. SUPPORT PLATE OCK SPACER 7019 1 711573 AP -ON T- HANDLE KNOB 7018 7FLDHD L DING HANDLE 7005A 08 X.750 QUADPN SMS FIXED WINDOW FRAME -HEAD, SIIL &IAMBS 81 1155 781PQA #8X1;QUADPNSMS 7010 MED FRAM COWER KEY INSTALIA73014 HOLE COVER 85 7047 67407 Worm MAD tone LO.) 13116" LG: MASS SPACES/16"LAMO 5/16" LAMLtz L1T S OF 1l8"HS GLASS VIM AN .0901NNER LAYER- SOLUTIA OR DUPONT PYB .706" 0 €/16" GLAZING BEAD MArL: 6083 -T6 DWG# 7036 .523 "� .350' 07/16" GLAZING BEAD MAIL: 6063 -76 DWG# 7042 .040" 'r 1.000" .423" -.-I 0 CASEMENT SCREEN FRAME MATL:6063 -T6 DWG# 7006 .870 .050" 176-1 I-+--- .569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .040" INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 r .28E" •• •• • • • • • •t • • •••• ••• ••• • • • •• ••• • •••• • • • • •••. s • •• •• • • • • • •• • • • • •• • • • •••• • • •• • • • •• • PKODUCI REVISED as comphiax with l8e Medds Bad Cade Aced •• •• • • ••• •• • • ••• • • • • ••• ••• •• • • ••• •• • • ••• • • • • .093" C)CASEMENT FRAME ASSEMBLY TUBE MArL: 6063 -T6 DWG# 7004A Bey: Igiatbr F.K �K 3.0903 ••vdsu F.K MC/03 c7iw x Caw F..FG 12/17102 aasx 3,174x4 Roam A NO CHG THIS SH£rr ltertobst ADD 13 Thr LG. GLASS & talAaNGG BEAD C NO CHANGE DNS SHEET e.dtt• 10701WHH01.OGY0 As NOIONEL F1.3005 PO. WHIM NOKIMtS FL 34274 PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW. IMPACT Serbeembt . Mic •u• ..it4E CA-740 I NTS 11 r 12 24 ? LucasA.Tarmet, P.E. P0158201 Moth APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r #12 OR #14 SCREWS 1 1/2° MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 12" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 112!THICK (SEE NOTE 3) 1/4" MAX. >SHIM 3/16' OR 1/4° TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 114' MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ORITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 12" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BJILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 12" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE ,2 ) ' 1/4" MAX. SHIM tom'- #12 OR #14 SCREWS ! OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 12' THICK 1/4" MAX. SHM 3116° OR 1,4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. ,.- EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE APPROVED WOOD SUCK LESS THAN 11/2' THICK (SEE NOTE 3) 1/4' MAX. SHIM j 3/16' OR 1/4" TAPCON I I (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK 1112 "ORMORETHICK • • •••••• • • • •• • --..I 1 114" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ••1000 •e•• • • •e•• NOTE; ALL DETAILS • APPLY TO HEAD, ' • • • SILL, AND JAMB. : • : • • • 1 • •• • ••• • •• • • • • •• • • • • •• • • •••• • • •••• •••• • • • •• • PItOOUCrREVISED osemoVes e6NlteMerida BoigiogOale e«epnsce • • • • • ••• e•• • • • • • • • amorer .•x Fit 3J171I3 A AWED 914 SCREW OPTION mar Garr 1 K 3123103 Pmarlitz Oa* F.K. 71,0103 FF.K 12/17/02 ieaidac NO CHANCE MIS SHEET C NO CHANGE 1708 811557 trn. tray 1070 7152010100Y CANE NOPOSta 1134275 AD. 80X 1520 N1V(OI S FL 34274 13 r VttiblyBetter ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW. IMPACT CA-740 NTS 12 . 12 I•..e,• 7045 re `7.!v./ 3 L°msAltma, PA. PEI8201 M,dotnkat WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysts by: LANDERS Company Name: LANDERS Description: ALDERMAN RESIDENCE, 357 NE 97TH STREET, MIAMI SHORES, User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV' II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 if Ridge Height (RHt) 12.00 ft Mean Roof Height (Ht) 10.50 ft Width Perp. To Wind Dir (B) 40.00 ft Width Paral. To Wind Dir (L) 35.00 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.30 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Ipha = 9.500 g= 900.000 Cc = I= 0.' 5• •. :,• Gust Factor Category I: Rigid Structures - Simplified Method Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin Izm Cc* (33/z) "0.167 Lzm I *(zm/33) "Epsilon Q (11(1 +0.63 *((B +Ht) /Lzm) "0.63)) ^0.5 Gust2 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) Gust Factor Summary 85, , i 1 &: 0.22ft 427.06 ft 0.9268 0.8865 G !Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fin 6-5 Internal Pressure Coefficients for Buildings, Gcol •O • • • • • •• • • • • • • •• • • • • • • • • • • •• • Condition Gc i Max + Max - Open Buildings 0.00 0.00 p rtitillx cto/e4Standings 0.55 -0.55 fr1di3s4d t314100. 0.18 -0.18 Piklbs%d•BraI181n+ 0.18 -0.18 ••• • G • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • Developed by It it Erterneetillt 9;0,42.4 LANDERS AUG 31 2006 BY: 110( Ulf WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.5 =_> a 2 1 -2- 1 2 -3. - a a a Gabled Roof 7 < Theta < =45 3.50 ft Double Click on any data entry line to receive a help Screen Component width (ft) span (ft) Area (ft ^2) Zone GCp Nind Press (Ib/ft ^2 Max Min Max Min WINDOV 4.5 7.5 33.75 4 0.91 -1.01 50.34 -54.97 33.30 _ 33.30 21.00 16.80 _ 167.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. .. .•• • • • • • •• • • • • • • • •• . ••• •• • • • •• • • ••• • • • • • • • • • •• •••• ••• • • •••• • • • • • • •• • • • • • • ••• ••• • • • • •• • • ••• • • ••• • • • • ••• • . • • • • • • • • • • • ••• • • • • Developed by Mph Et:terp :es! lint. pyriit 2ecgs 8/31/2006 LANDERS Page No. 2 of 2 :w;oI\) fit,- -pvznhtv (02ASCY 3c)w•Bom l.Ftc-ertEKT oc i4`WI � fl�-'A Mk 1K ?P�T 'R� \Sa Pty o� � ` N'Do ►a oN J4N}� t1Pt t Lf� 1 �oN F W�1 L€'/ 261 cis- 2412+ THOMAS J`, • ICE C. 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