Loading...
WS-07-445 �,� i 1!!111 ttittiiitt ilili tltti inti!ilii till itti NOTICE OF COMMENCEMENT CFN 2007R03348S6 OR Etc 25500 Ps 29181 Qps) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 04/03/2007 09:50:16 HARVEY RUVINt CLERK OF COURT PERMIT N0.WS 7" K�5. TAX FOLIO NO. 11-03 3(0--00 -0180 MIAMI-DADE COUNTY► FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1.*T 110 O(- Ck,oCk. Pet 0C- Tay- Pt.tAT dtr 'a IP%)U t2 w 6-'S MTA*IZ 0NoA" t;<.911111A SZON M 0- a AcrA RMNG• 74 -M 6- t !A-r •tu�orF AS 'ROA. AT hrupLaL F •tXt4*= y 2�Desc ptirSn of improvemY*0(r � t pa �(����'�40" �t�� 4.1 S , -ihot.(o� entj UAAC$RAM qtr- QAtr'�'►WA r ZO&L5 *WT* to ,fi lr INW- X flOWt it 0001.s 3.Owner(s) name and address: 4SLAX, A VtQMT1Q4r I C.liIr2tsT• ^tj Wj7_CX&U 71 Mw to Sz ► MaCRM S1+ts t�E.s FL 3315a Interest in property: Name and address of fee simple titleholder: 4. Contractor's'namq and address: �.es ; `1 -1'1 N Lj / Ala yym gyv.; u arec_,_r-_( -3:3 1 Sa 5. Surety:(Payment bond required by owner from contractor, If any) Name and address: a!A Amount of bond$ . 6. Lender's name and address: MCIWAGE. eft 7. Persons within the state of Florida designated by Owner upon wh m notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: #41A 8. in addition to himself,Owners designates the following person(s)to receive a copy of the•Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address:_ ��tA 9. Expiration date of this Notice of Commencement:(the expiration date is 1 year from the date of recording unless a 7diffegntv; ate i specifi i nature of Owner Print Owner's Name lie 4104 � Prepared by 1', ktS LN Py)vt i h Sworn to and subscri ed fore me this day ofV1%3 20 Address: 1-1 6 p R+ Notary Public `� P Print Notary's Na a ( 3 31 My commission xpires: . 123.01-52 PAGE 4 8/02 OMMI IonQn.- / ~V' [ionded'rhn fill,"` 4,tlantw Randinv Co Inr STATE OF FLORIDA,COUNTY OF DADE PN®COUlyty I HEREBY CERTIFY that this is a tnie of the J�� cisme (0 ongma!I!!e this office Qn day of �, O� AD 20 U u WlTNES AAdan011icial Seal. 3 .• Q HARV LER my Courts 9�ii �+oao wm rcum X040 ey °°dE Course SKETCH O F SURVEY w 11(y 0 20 LOCATION SKETCH SCALE I"-200' 'Platted Alley �. -Asphalt 14 S 8905745"W T5.6-91- Found 1/2- Found 1/2" N 89-57-45-E NW 106th Street Concrete Iron Pipe Iron Pipe Gress E ANIL L NA_R '0 7 _pool- B Y.- Tj Pipe r�l v z i Grass R _.. ps "I w E LEGAL DESCRIPTION Wood LOT 10 OF BLOCK 206 OF THE PLAT OF"DUNNINOS MIAMI SHORES Deck EXTENSION NO r,ACCORDING TO THE PLAT THEREOF AS N. IN.. \� z RECORDED IN PLAT BOOK 41 AT PAGE 78 OF THE PUBLIC 00*0 A/C Slab ORDS OF MIAMI-DADE COUNTY,FLORIDA,LYING W SECTION...• 0 a 0 0 0 Eley=I 1.1r NQ122.45' 38, SHIP 52 SOUTH,RANGE 41 EAST,MIAMI P6AVWOUNT%, PERMIT Wr- 00 �hl RIDA, y N \\ a Miami Shores Village FO 1011-2136 4180• • m A ESS:77 NW 108th STREET, :0990: One Story 1APPROVED BY DATE MIAMI,FLORIDA 33150-1245 00000 0 0 CBS Residence 00*0 0*00 Floor Elev= 12.40' ZONING DEPT S EYOWS NOTES 77 NW 100 Street S UNDARY SURVEY WAS PERFORMED 16 FEBRUAWY 2006. Gross �4' SM DEPT E ORIGIN OF BEARINGS WAS PLAT BOOK 41:7'& LIMED) 4 D USING THE CENTERLINE OF NW 100M STR1ETT8v*W*00W6-o *00000 SUBJECT TMO Com EVATIONS ARE N.G.V.D.OF 1929,SM WASA MIAMI-DADS' o a 0 19,20'. co WITH ALL FEDERAL * (a. i-1.1 'A DL 7.W NTY BENCHMARK(N-667),LOCATER NUMB911310(t LOCAM . A 45 '!�ar STATE AND COUNTY RULES AND REGULATIONS A NORTH MIAMI AVENUE AND NE 104th STREET,PK NAIL AND SS WASHER IN CONCRETE CURB,ELEVATION 10.54 FEET. 6 15.74— UNLESS IT SEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER THIS ELEVATIONS DRAWING,SKETCH,PLAT OR MAP IS FOR INFORMATIONAL CENTERLINE=10.4r PURPOSES ONLY AND IS NOT VAUD. UND =10.4 Gress GRO *IT IS A VIOLATION OF THE FLORIDA ADMINISTRATIVE CODE TO FLOOR =12.40' ALTER THIS SURVEY WITHOUT THE WRITTEN PERMISSION OF THE A/C =11.1 T SURVEYOR AND/OR JAMES BEADMAN&ASSOC.,INC. Found 1/2' Found 1W GARAGE =10.4F ENCROACHMENTS,IF ANY,ARE AS SHOWN. Iron Pipe 1: N 90000,001,w Im N 90*00VV'E Iron Pipe FLOOD INSURANCE INFORMATION T5.i-47 • • COMMUNITY NUMBER:120652 PANEL NUMBER:12025 C 0093 J NW 106th Street DATE OF FIRM:2 MARCH 1994 z INDEX DATE:17 JULY i91895 FIRM ZONE:X a v�� -'� ��� BASE FLOOD ELEVATION:NIA ... VILLAGE OF MIAMI SHORES JAMES BEADMAN AND ASSOC., INC. Grass Owl: MIAMI-RADE COUNTY,FLORIDA 11501 SW 57th Terrace T 3E Miami, FL 33173 -0741 Fax 3051596-5994 SURVEYOR'S CE"FICATE 1* 3051252 V. V. I HEREBY CERTIFY:THAT THIS SURVEY MEE MUM TECHNICAL STANDAR DP SET FOR I rw&T-1 FLORDA BOARD BOUNDARY SURVEY N 90000'00"W N 90-00-00-E OF LAND 8 RS PURSUANT TOIS E:C�Tl ON 975.00' 472.027 F.S. 8176 FAC. FOR Asphbk'9,.. 'q Leslie Alan Denning Pavement vP=nr- E. P Ls N0.2987 SCALE:1'�-20' DATE:16 FEB 2006 SHT.I OF I 1 DWN BY: JES APPD BY:J.E.B. JOB No.:514 r04 \\%M 1WYD0aJMeM\DMw1nqS 5000-5999\5100\5140 Deming)I NW 106th Shad 11W.dwg,2/17/2006 2:26:28 PM num rs— - 0 mum Wm FW"tT0 17A rl0:Mr111 aid f-AU-S ?1!! M to M AIDE hUANII DARE COUNTY,FLORIDA METRO-DADB FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST N AGLER STREET,SUITE 1603 PRODUCT CONTROL DTMON MIAMI,FLORIDA 33130.1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) Florida Window Systems 7040 NW 71 Terrace Medley,FL 33166 _ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division(In Miami Dade County)angor the AM (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in . the accepted mannan, the manufacturer will incur the expense of such testing and the AM may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. •••• DESCRIPTION:Alumintmi Casement Window . . . . 0000 0000.. APPROVAL DOCUMENT:Drawing No.W03-36,titled"Aluminum Casement VVmdWA ipact)&, 1 ...... through 5 of 5,prepared by Al Pwooq Corporation,dated 5/28103,with revision date&WO.stilt wd andsealed 0 by Humayoun Faun,P.E.,bearing the Miami Dade County Product Control Approval swap with tln►mwce of :9009: Acceptance number and approval date by the Miami-Dade County Product Control Divi9sim i' '0.0 0 0 00V09 M SSILE IMPACT RATING:Large and Small Missile Impact 00:00: 0900 90 ••••• LABELING:Each unit shall bear a permanent label with the manufacturer's name or 01, 00 state;m4• •••0 0• following statement~"Miami-Dade County Product Control Approved",unless otherwise n Wherein...0 0so**:* RENEWAL of this NOA,shall be considered atter a renewal application has been filedrnd ids p ha;bMV';0 change.in the applicablebuilding uilding code negatively affecting the performance,of this"produW - ' --• - • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change In the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any. product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literatim 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 consists of this page 1 as well as approval document mentioned.above. The submitted documentation was reviewed by Theodore Berman,P.L. NOA No 03.061104 Date 'ltd,2008 Approval Date:Sir 18,2003 �� Page 1 Florida Window Systems NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W03-36,-titled"Aluminum Casement Window(Impact)",sheets 1 through 5 of 5,prepared by Al Farpoq Corporation,dated 5/28/03,signed and sealed by Humayoun Fmooq,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Leading-per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.Test Report No. HETI-03-1312 dated 4/17/03,signed and sealed by Rafael Droz,P.E. 2. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along.with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc.Test Report No.HETI-02-1752 dated 1213/02,signed and sealed by Rafael Droz,P.E. 3. Test reports on 1)Air Infltration Test,per FBC,TAS 202-94 •••• 2)Uniform Static Air Pressure Test,Loading per W(j,TAS;W-V ••• • 3)Water Resistance Test,per FBC,TAS 202-94..... '..'.: ....:. along with marked-up drawings and installation diagram of an-dun • casement vinyl window,Prepared by Hurricane Engineering&Testing,Iinc.Tew. • Report No.HETl-02-1230 dated 6123/02,signed and sealed by rdHel DroePY,. ••:••. 4. Test reports on 1)Large Missile Impact Test per FBC,TAS 2CIf-W: ••• ••••• 2)Cyclic Wind pressure Loading perFBC,TA4. 94 .. ... .. along with up drawings and installation diagram of an3lulbibum .... ....:. casement vinyl window,pry by Hurricane Engineering&Testt,Inc.'Fest-' Report No.HETI402-1751 dated 128M signed and sealed by RBL;Dro2,'P,3» • 5. Test reports on 1)Air ln$ltratiion Test,per FBC,TAS 202-94 00 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test;per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared-by Hurricane Engineering&Testing,Inc.Test Report No.HETI-02-1235 dated 7/3/02,signed and sealed by Rafael Droz,P.E. Theodore Berman,PY_ Deputy Director,Product Control DYvWon NOA No 034612.04 Fq*atim Date:sem'18,2008 Approval Date:September 18,2003 E-1 Florida Madow Systems NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) 6. Test reports on 1)Large Missile impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc:Test Report No. HETI-02-1703 dated 7/9/02,signed and sealed by Rafael Droz,P.E. 7. Test reports on 1)Air Infiltration Test,per FDC,TAS 202-94 -2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc.Test Report No. HETI-02-1234-dated 7/3/02,signed and sealed by Rafael Droz,P.E. 8. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 . 2)Cyclic Wind Pressare Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc.Test Report No. HETI-02-1702 dated 7/8/02,signed and sealed by Rafael Droz,P.E. C. CALCULATIONS I. Anchor Calctilations,ASTM E1300-97 and structural analysis,by Al Fan '•• Corporation,dated 5!28/03,signed and sealed by Humayoun ;P.E. •••• ••• • 040006 0000 0000.. D. MATERIAL CERTIFICATIONS 000:09 1. Notice of Acceptance No.00-0524.06 issued to Glasslam NC14 iii.-tor"S -P• •••• Plus Laminated Glass'dated 9/21/00,expiring on 9/9/03. *000 0••0 ••••• 2. Notice of Acceptance No.014205.02issued to Solutia,Inc.fof 4SWex/Ke�A hfaxximum"dated 5/17/01,expiring on 5/21/06. 0 0 0 0.. 0 .• . . 0000 .0000. E. STATEMENTS ' 0000 0000.. 1. Statement letter of conformance,dated,5/27/03,signed and seal#VHumdyap: o 0 Fmooq,P.E. •• 2. Statement letter of no financial interest,dated 5/27/03,signed and sealed by Humayoun Farooq,P.E. F. OTHER L Letter from the consultant sating that the product is in compliance with the Florida Building Code{FBC) Theodore Bftmw,P.E. Deputy Director,Product Control Dividon NOA No 03.0612.04 Rgdnd on Date:September I8,2000 Approval Date:SqAembgr 18,2003 H-2 DR$,. L6 A, � �¢auRt oN 8FRET x 13 1/2•MA%. •MAx.1rP. is 1/2•MAX b'MNL TYP. /sem. HEAD He BILL H&sD Am 21 0 opnmK O ,a �• ,/' � qty - �.,�Iy"_ �=_: � g ALUMRWX CASEMENT WINDOW {IIIIPACTI I =�_- II DEStOM LAAD RA71l�i FOR THESE WIPIDOW3 TO BE AS PER <, CHARM SHOIYH ON SHEET 2. \ \ WINDO{tS GLAZED WTTH W1INATED GLASS RATED MR LARGE MALE W=AND DO NOT REQUIRE SHUTTERS. F APPROVAL APPLIES TO SMOLE VENT*%=a ai 90 1b/16' vvIo,8/16' OR DUAL VENT RINDOWS USING INTEGRAL OP0. IMPOST. w Me YENT 74' Sp THBL MID=0 DSIfA6<D TD Ommy WRH THE M.V8'Dw HUMANE 4�ISQ6 %SIH Bla OF 1HE 2001 Ram cm TYPICAL ELEVATION ALSO FOR 00 WM AS PER ASCE 7-88.0=7-83.ASCE 7-N OR vmm 1867 ABLE 7-98 AS RENO BT PRE MMM BUB.DMG OM 101000 am inOTHERS.MUST I#ANCHORED•PROmmy TO TRAM LOAD TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETA0.S SIUMMIS 906 AANRCHHOO�OEMBEDMENT BASE MATERIAL.SHALL 8E BEYOND WALL 1/B'ANN.61A98 1 TR&IdG=$-600 1/6"FR�AT STRDM L6.A88 ARE S OF THIS APPROVALIWFIIRLLOADING CONDITIONS NOT SHOWN M THESE DETALLS Q1A88<AM bIAYER lR1IS 1�•AWL AW INWHAVER STEEL M CONTACT'WDH AUAMIM TO BE PAOlIED WTLH A HEAVE SODIED Comm 995 BITUM NM PAW OR BE GALVANIZIn .010"PET FIM AW OII�YM .010•PET FILM Mr WTU"m ramum SW'8Lr-PAIS "L"'®� GLAMAM Sk%W-PLUS wA. 1/B•ANN.MASlUmSS 1/B'ANN.MM 1/8•HEAT STRnIM GLASS L$� DW CORN1161 oll 1 ommom W6 S • ••• • • d GE OE TREM00 T S-m: • • . . . . . . . . . . . . . . codec TYPE 'a1 nl d��rrPF ,�,' ••• • ••• GLASS T 'Al' W03-36 GLAZING OPTIONS • • • • • • •0.0 • • • • • • • • • • • MOM LOAD DAPA=T-Par FOR(U)85018MMM WAD CAPAfVr-Par MR($)SIM UNFAMUMMM CRIOM roar EBSVFORM 0ffir=,POST IBODOW Em 0LB8 TfP88$1's'At am TIM'ON 1 ANCIWH A7 6AM WE O7 DGWT I AacaOR AT SO 8878 Of West a Aad°AT RM Sal•or . N6Nif Now SSG(t I9ai() w. + I 1w.(-F lawn am D12S9 Tr888'Al'•'A8' OLM Tlra'al' MASS TUB'81' MASS TTPa W to-1/a e" no Tao MA VM NBW Axr. twr - W.(+) mr.(- on:(+) 1Nx - Fxr +) tar (- o 26-1/2- 2' DOA 800 78.0 Boo 26-1/2' 646 OA 740 ou 7" SOA 740 Sao 37' a" 55.0 78.0 800 37" w au au 75.0 am 76.0 E0.0 78.0 Dao 19-1/8" O50 58.0 740 ODA 87-t/B' (S) 8OA OLA 700 60A 7A0 a0A 78.0 8a0 28-1/2- 38-3/8' 50 5A 7" au 74' ad.B 88A 78.0 Sao 76A ou 780 Bao (3� 37' (4) 5" 580 Too au 2Q-1/2' ou au 700 au 740 au 780 800 Ri� t•-1{6' sA s0 745 80A 37" 39-W 5" ou 740 o0 •740 au 7" au U 20-1/2- 50-6/8' 5A SA 740 OA a8-t/8" (4) 840 a0 740 90A 740 NA 740 au �r a8p 37° (a) ou 58A *2 80A 74' a" 58.0 740 am 75A ou 700 ou k j 19-1/8• 4U 40,8 Mo aa0 26-t/2' su a60 780 au 740 80.0 740 Sao se-1/2' a) 34A 34A 74o BOA 37" p4y/p• 505 au 78A a" $A BOA 78A LOA 37" 76A wo a3-1/a3-1/8' (S) 5.0 a,0 78 0.0 740 A 8 800 78A 800 18-1/8' 741/4' 273 27.5 740 B00 74' 8k7 OCT 73.1 7At 740 a00 78.0 DOA ►1 �J 26-tX (0) - - 889 o89 2a-1/2° a" a0 nuo ou 75.0 ou 740 au F t2- ou I 65A 74O 0OA 37" or 47.0 .47.0 780 80.0 7OA au 76.0 a" 24' 2M ODA. S.O 78.0 ou 83-1/6' (8) 3ko 34A "A 80.8 78.0 80A 700 800 (3) OLD 5u 740 .no 74' - - au 829 879 670 78.0 600 32- 86A au 740 80.0 26-1/2- 30.2 39,2 750 70.0 740 800 740 800 $} 1a' 86A o40 740 800 37. 74-1/4' SU 244 57.2 87.2 740 au 780 BOA m 24' 3• ou ado 740 ou 83-1 (0) - - 409 40.9 88.7 847 66.7 80.7 aO' (a) DSA 540 740 su 24" 06A a" 780 a" 78.0 ou 78.0 800 � x w 5" OBA 78.0 800 3• s0 040 76.0 o" 740 LOA 75.0 60.0 Z 18' am 68A 78.0 8u 4ir. 21" 640 aA 740 a" 76.0 au 78.0 BOo 24' 48' ou ALO 78A 800 •60' (3)• n0 no 78.0 80.0 78.0 a" 76.0 BOA 30' ,(4) 880 a" 740 800 72- ac 560 MO LOA 78.0 au 780 BOA 3B'• OLD 86A 740 8" 24' ou a" 740 Boo 78.0 au 780 no t2- aao 58.0 78.0 a" 35" 86.0 65.0 76A au 740 ou 740 WAPU 24' �.• 43.2 4U 740 a" Ar 3B' ou 58A 740 4U 70.0 ou 740 30" (a) 3BA 349 7A0 a" w (3) 88A BL0 78.0 •BOA MO 66.8 740 600 n 36' - 740 ou 72- 86.0 540 70.0 BOA 740 au 740 ou 18" 32A 32.0 740 au 24" 040 081.0 760 BA 740 80.0 740 90.0 2r 7t 249 24A 740 du 38' 'ou o40 740 •a" 740 00.0 740 - ODA 30' - - 860 860 4a' Mr Mo am 74O ou 740 a" 740 80.0 ()-#D.W l6 PER AM60' (4) 840 58A• 78.0 a" 78.0 BBA 740 am 72- 540 550 75A BOA 70.0 ou 740 OOA 24" me 88.0 740 a" 78.0 6" 76.o 80.0 Ser' SLA 540 740 80.0 70.0 Bao 750 000 4a' 43.2 43.2 75A 789 74o LOA 70.0 aao sr (6) 36A 362 6k4 04A 78A 80.0 78.0 au i 72- - 87.6 $73 73.0 736 740 600 •• ••• • • V • 47.4 47.4 78.0 80A 740 BOA 76.0 aw p8 • • • •• •386- • 32A 32A o43 648 760 80.0 740 80A ¢ •• •t ••i :41P- •�• 248 243 493 4L3 740 77.2 78.0 • • • • • • - - I 409 1 40.o au BAD 88.0 BOA < 000 00 0 0 -00 RA PIC low • ♦ • • • • • • • • CA&An • • • • • • • • • w.e ��+t drowkia no. ••. • ... • ... SEE Stir t FOR DESMPIION of cuss 7YPEW03-3o.S AUG 2 72003 efarot of • • • • • • • • • • • •• •• • • • •• •• wow Nor er FLoreaA tm�ars.taut' �y'v ttruu Ae ter M MW o2 at1@N ma* ext sin stt aft FMs mm suet lymm s1m s q JVa UK Sm ww=SPumts aanmaae:eos,-[a M& z,` t :•. " + TYPICAL ANCHORS• sm m IR mw m "•� rraj ' V167 TAPCONS �• INTO 2BY MOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIK PENEMMON INTO MOOD n ' p THRU 19Y BUCKS INTO MASONRY OR DIRECTLY UNTO MASONRY e t e 1-1/4• MIN. EMBED INTO CONC. OR MASONRY O \ Y 3/16.7ENs OR CFr i etHLM SCREWS � INTO METAL STRUCTURES p/a•MrAt nucKNEss? T . 2 (1/4•MA)L SHM SPACE) 4 $tD scars oR «� INTO DARE COUNTY APPROVED MULLION (NO SHIM SPAM VALAN'!'S: ALL FRAME AND VENT CORD AND INSTALLAnON SCREWS SEALED WITH CLEAR/ALUMNUM COLORED SEALANT. IZ Igo 2 0 Y O 1 • • ••.- • �. •a. „••:•••; �� • • • • • CAN. � • • • • • b .mm • • • • • • 2 • • ••• SSE•fZLy, A • • f dmwlnq t10. W03-36 MG x 2100a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TG>sR PARI'♦ 4VAR11P7 DIFF IfA1um WANP 4 C� 1 fl14-000 4 fWOC 6063-76 - 2 FOS-011 4 Ve a 6003-16 - v 3 R18-010 1 C41i1FR POST Goes-W - 4 FMO-006 AS RM OIAM BFAD GOBS-15 - SEE 6 - AS Rte. FRAME ABOY»6W.mm flu X 4'PM 816 Q .G - AS RIM VENT lammw SCRENS SL RIM /10 x 4-1/2'PR 616 f/4'1D61 7 .9 AS OU FAAYE X.300 VBRL WRAFAR O im x r �.6 =8 A8 NEW VIIR WM GB 187 x WM• M3RAFX8 p AT e'FROM lOP Gt BofIOY 1 0 /2Woo 2/VFM 4 BAR MM Q SOP AM BOIR�R VIM INK ATW =W/(d) X 3 89 ' FPS W/(2)iM X 1-FR 816 �� +. 10 30086 2/vGRr levER 1Mt FACE Mo+arT uXx SIEM WK AT 1Y FROM Top AND aGlral p e 1 3 11 21087 1/VENT LOW KUPER5.AT FRAME ME FARING I= MM ATT OO W J10 z 3le SS 816 V P 8 i7 1 •F 12 40083 1 ROFO OWN= STEEL WK ASDL GI 4 X 6'8S � v�- �� G�' 13 "T=COMM RAYSr.!% '1-1 'X 1-1 X Iff x � ` 14 - LACK 66IPUNKI G I-11' 12 X IW PN 816 . _ DAOE CONT!APPRID MW= RIO PI o SEE SEPNM ROA /T/TP�OL ANCHORS CCtF BEE ELEV.FOR SPACM sms ! •d 7YPX7Y.APKIfORB • 6 .!088E 0".POG SPACM Qt7ERI0R + 2 4 i B i �!!~ VENT' Ram walm SINGLE VENT WINDOWS - M� OWL FMWDFMM QM1PACOU n M 6/p dR16m6 FRi N OA ) 1/4-SI6G 3 �Q wow Bm' me sm FM mma W/M is x v FN so O a 3 o SEE EIEy KIIiO F 1 14 7 1 '. SCREEN on. ,e e o • wrr Y �- ''ss �'+•. ,moi 2 4 DL 6 •• •• • • • • Dt an • • • • • • • • • + P' b • ��1ry��R11��• • • • ••• • •—'•-'tG : • • • • • • < DUAL VENT WINDOWS 811w R=TAW •• FIX PBtti67 • • • • • • • • • • • • • • • • • t•• • • 000 • *00 • • droving no. W03-36 G 2 9 2003 comet of • •. •. • . • •• •• .•• • • • ••. . • Lme 1698 '� O • a 7=1 1.088 b79 � I I .OBt: b87own MYI L781 99@ 1-1/8'X 1-1/8'x.W m I }g bB8 • b97 FRAME CORNER 1�Ni ye° I m L439 i AUAVM '� 3 8 4 Lq8 4b>M 2 Rawl • • • • • •• g � • . . • • • tidA • • •• • • • • .830 • • • • •.• • i AN � •� •• • • • •• �CQRNER. . ',• IMPOST CORNER " YWWQ WWI 1 .780 ,� 1908 L780 • • • • •• 74.1 • • • • • • • .8r drawtn9 RMNForANG CKWEL W03-38 QLAZM WD 39 NO C Alla 0 7 qnmefbet of OV . . . . . . . . . . . .. .. . . . •• .• ... . . . ... . . M I AM MAM DADS COUNTY,FIARIDA ma. . METRO-DARE FLAGIER BUH DING BIIII.DING CODEVONMJANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SU 1603 PRODUCT CONTROL DN MON MiAM1,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Universal Aluminum Windows&Doors,Inc. 1675 West 31"Place Hialeah,Fl 33012 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of con ruction 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 oder areas where allowed by the Authority Having Jurisdiction(AM). This NOA shall not be valid after ft a0ration. date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in de accepted marmer, the marc facturer will imcarr tle expense of such testing and the AID 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 ddermined.by Miami Dade County Product Control Division that this product or material fails'to meat the requirements of the applicable building code. This product's approved as described herein,and has been designed to comply with the Velocity IWcVne •••�•• Zme of the Florida Building Code. • ...... .. .. ...... DESCRYPTION:Rebecca series Aluminum Horimutal Sliding Glass window Impact.:.. • APPROVAL DOCUMENT:Drawing Now94-63,wed"S-Rebecca Coastal Honz.$dlw windo r,*stsets i • ' • through 4 of 4,prepared by Al Farooq Corporation,dated 9/1!99 and curly sly 1 revised W03-06-03,wand ..:..• seated by Dr.Humayonun Farooq,P.E.,bearing the Miami Dade County Product Cdtrol Mevval stamp w i�the Notice of Acct number and w phation date by the Mand-Dade County Product .. on. .• MISSILE IMPACT RATING:Large klissile Impact Resistant • LABELING:Ea&unit shall bear a permanent label with the mm's name or lcg�c43,state add'•� :*000: : following statement"Miami-Dade Coumly Product Control Approved",unless otherwise nMherein. •••• : .. RENEWAL of this NOA shall be consideaud dw a renewal application has been filed and there has been.no change in the applicable buildmg code vely affe die'perfomo nce of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the matetials,use,and/or maniffacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising.or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISE: The NOA number preceded by the words Miami Dade County, Florida, and followed by the exphration date may be displayed in advertising literature. If any portion of the NOA is displayed,thewit shall be dome in its entirety. INSPECTION:A copy of iris entire NOA sball be praivided to the user by the mamftcu=or its distributors and shall be available for inspection at the job site at the request of the Building Official. - This NOA revises&•renews NOA#99-1116.04 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by ldmq L Chands,P.E. NOA Pio 03.0401.01 q� FR ration Date:MayA 2008 Approval Date:Jane 12,2003 Page 1 Ushr rsal Aluminum Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED (For Pile ONLY.Not part of NOA) A. DRAWINGS 1. Manufacturces die drawings and sections. 2. Drawing No.W"-63,titled"S-Rebecca Coastal Horiz.Rolling Wyndow-,sheets 1 through 4 of 4,prepared by Al Farooq Corporation,dated-9/1/99 and only sled 1 revised on 054)6- 03,signed and sealed by Dr.Humayoun Farooq,P.E. Note:sly 1 revised for design pressure compliance to ASTMS-1300-98. x TESTS(Submitted under NOA#99-1116.04,Test conducted per PA201, 202, &203-94,now classified as TAS201,202,203-94. 1. Tent reports an 1)Air Infiltration Test,per FBC,TAS 202-94 2)LIMfxta Static Air Pressure Teat,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wmd Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with.marleed-up ftwiings and installatwn diagram of an alummum sliding glace window,prepared by Fen Tan Testing Laboratory,Inc.,Teat Repast No.FML 23M(99028)dated 07-15-99,witnessed by late GMM Diamond,P.E.,reviewed&signed and seed by Jose D.Mani,P.E.Test report was reviewed&revisedby addendum letter dated 09-08-99,std and sealed by Jose D.Mitsui,P.E.Test report furtber was reviewed&revised by addendum lir dated 04-18-00,signed and sealed by A1dprPi Gonzales;P.E • C. CALCULATIONS •••• ••`••• 1. .COW=tive analysis&glazing analysis Prepared by Al Farooq CorMViD),Aed MVCX.: ....:. 25,2003,signed and sealed by Dr.Humayoun Farooq,P.E. • 2. Comparafive analysis and structural analysis,prepared by Al Fwooq Corpcabon,dated M. �•••• 30-99 and revised on 03-22-00,signed and sealed by Dr.Humayoun FardcxgA.B.(SuknWJ ••;••• underNOA#99-1116.04] ...... *06. • ••••• D MATERIAL CERTIFICATIONS .. .. • .. ...... 1. Notice;of Acceptance No.00-0024.06 issued to Neluila Glass hrtar *w*enc.,for "Olasslam Safety-Plus Ind Glass,expiring on 09/09!2003 • ''••• •••••• 2. Notice of Awe No.97-0527.04 issued to Nebula Glass on0Ine.,for 0000 • '"dila =Safety-Plus Lammated Glass",.expiring on 09/09/00(Per 1Vt7A 111rf#.: & STAIMMNTS(SubmiNed underNOA#99-1116 04 1. Statement letter of confixanance and ado financial intevest,dated 10-25-99,signed and sealed by Dr.Humayoun Faroe,P.E. 2. Sit lamer of compliance dated 07-22-99 issued by Fort testing laboratory, argued and sealed by Joss D.Mitrami,P.E. 3. Addendum letter to test report FTL2308 dated 09-01-1999,issued by Fin testing laboratory,signed and sealed by Jose D.Mitmuii,P.E. 4. Addendum letter to test report F I1M08 dared 04-18-2000,issued by Fenestrsfion testing laboratory,signed and scaled by Jose D.Mitran,P.E. 5. Notarkod stat letter by laminator dated 04-12-00,issued by LTOLL signed by N• Sandova. F OTEMR.. 1. Notice ofAcceptanoe No. 991116.04,expiring on 0/12/(13 2 Proposal by Al Farooq Corp,approved by BCCO dated 06-08-01. 151," A Is aq L Cbanda,P.E. Product Cartrol Fj=niner NOA No 03-04OL01 Evh,atdan Dam May 12,2008 Apgr"al Datm Jmte 12,2003 E-1 ) P LOAD CAPACTIY-PSP(30 08 OR Im" SURFACE APKM MLKrVZ 8 8°-LAIF A149SAL� am 3 -LAAL FEAT'Soon WAW 8'MAK TYP. 12"WOG TYP. wamm DM A 8" 1 e TAPCO38i 8 e TAS 1 4"TAFODNB AF fIEAD/9¢,L CORNERS AT HEAD SW. M1DTtt t8n511 0R+1 DHr(- FXI +) DHF- Dr+) RVr(- Wd+) ted- q o . . 17 3 IOU IOQO* IOU 180.0 IOo.0 taco IO0.0 180.0 fl 37" �, 4 1000 7r�0 100.0 1604 f00.0 160.0 1004 1�0 83-1/8- a 100.0 tau 10060 1804 100.0 180.0 IOD.0 1504 74- 7' 100.0 1084 100.0 1094 IODA tau tOD.0 160.0 28-11/2' 3 IOU 130 04.2 10WU 100.0 130. 04 1 10MILD -_Ji�__I 37- . 4 100.0 124.3 100.0 1x060 I 100.0 124.3 100.0 I 160.0 83-t/8" a 943 94.8 100.0 103.8 1004 108.2 CODA 180.0 U��'11 D I'I��It �= v n >d /mit 11���//�t 74' 7 80.2 N.2 60.6 W IOLO 108.8 100.0 1320 � � _� 11 28-t/1" 3 9.7 98.7 M" 1804 99.7 NT IOU 1804 LAMM PD Q ft 37" a 94.2 94.2 100.0 180.0 94 2 H74 2 t00.0 1804 83-t/8- 8o-a/er a .70.1 70.1 70.1 70.1 820 au 1004 1414 74` 7 31.7 51.7 51.7 ala 824 82.4 10DA 103.3 D ,_ �-i/r 3 79 3 79 J 10060 1428 79.3 79.3 IMA 142.8 37" 4 78.7 786 1004 138.4 78.7 76.7 100.0 IJIM 83 1/8" 8 81.0 81.8 813 813 864 85.9 100.0 108.2 74' 7 404 4OA 404 404 SU 80.2 81.8 eta 24" 3 1000 180.0 10060 IOU IOU 160.0 1004 tau �� 32 3/iM 32 J/78' JIM 36- J 1004 4504 1000 1804 1004 tau SOCA taOA .L Oft 48" 24 4 tO" 180.0 100.0 154 100.0 tau 100.0 tau 80- � 8 100. 0.0 0 IOU tau 18IOU 150.0 100.0 164 71- a 100. 0.0 0 133.0 10 133.0 IMO tau 100.0 Is" VENT WM 72" Q p( 24- 3 100.0 150.0 100.0 15060 10060 1504 100.0 180.072" WIDTHSy�iFl N 38" 3 1000 102.1 IOU 180.0 100 0. 4 11• IOU 180.0 48" 38- 4 1006 1021 IOU 1184 1004 1021 IOU 10060 TYPICAL ELEVATiCN 2�f6 a But ou w3 SLG- tOO.0 102.1 100A tau TESTED UNIT /7� 72- 6 M3 72.3 723 726 10060 IOLI IODA 140.0 3 2a- 3 100.0 11449 IO04 190.0 100.0 1144 1 1004 1 1504 38- 3 78.8 78.8 1004 110.0 78.8 M. IOU MILD. 48- 48- 4 784 784 983 984 78.8 748 IOU 1234 � .- 80- 5 86.0 80.0 BBA WA 784 783 100.0 13LO 72• 6 au a" a54 70.8 7&8 106.0 111.7 0111 400 24- 3 914 91.9 100.0 tau 914 91.9 1004 160.0 y 3B" 3 81.3 8t.3 1000 110.4 81.3 81.3• 100.0 1104 48- 80' 4 Bt.3 81.3 80,3 80.3 81.3 81.3 1004 110.4 80- 8 a" "a 544 81.0 813 81.3 1004 10&0 XQ Qx 72- 8 444 44.0 1 440 44A 81.3 1 81:3 BBA 884 APPROVED CONflQURATf6N8 A NO.OF ANMM PER HEAD do SIL ` OIASS WMM To BE EC7lAl.ON MOVIES AND FMM LRES LA8fiE AfISIMS DIFPACB RFRWANT WINIOM '8HLr NOT nQuaw L To PROw a Do=TA COMPLY w2N THE 10.91 vaom Y HuntmNE06�k1o,1i �rM T 1 =E OF THE 21101 nolicA al COOL Own MM.WMam ALSO FOR 60 LOIN AS PFR 7 7-43,AM 7-88 Olt • mm 7-MIS BY: ASCEc60DE tw 7638' • • 8i wOOD&!�81�OR IRIS B2 ANBHDIED PROPEIB.Y TO MOMY 1 2003 i a •2..60 BgHMApLtLtp�L►AS LSO,8P •AS sHowr4 ad OElAiL3. ••• • ANCHOR Ck 'ro BASE'A�TE SHALL BE BEYOND YtALL. dt0atn0 no. DRESM OR STUCCO. W99-63 • • • • • • • • • • ••• • • • ••• • • WOOD BUCKS NOT BY UNIVERSAL WINDOWS, MUST SUSTAIN rm A PAB'P! XR1A8 w mmcmmoN MATAaA1. MANE/ �U EE LFI OAOS IMPOSED BY GI.A2ING SYSTEM AND TRANSFER 1 0-6003 1 FRAME F1FAD 8083-75 THEM TO THE BUILDING STRUCTURE. 2 UT-6001 1 FRAME SBL 8083-TS my OR my im BUCK,S 3 U-2003 1 SML TRACK 8083-111 - ',4 a s 4 U-8003 1 FRAME JAMA-VENT 8063-75 0 }y _ ••4: 3: •1 �3 6 U-Eoo1 1 FRAME JAMB-FO® 6063-T8 - FS d.. • a _ 8 U-5004 1/VENf FIXED YTO.RAIL 8063-T8al 1 ;Vis+.• 7 U-4w 2/vEFTr voff TOP s BOTT.RAO. 00-Ta - p0, T^�''• a U-SD08 04m VENT'4XIEALOCx 8083-TB - p'j 4 9 U-B008 1/YENT VENT JAMB ME 8083-Ta 1 '�'7(pj�L Atycgoxs: ST> EIEV./tI1ARr FOR sPAtaNG 8 � 10 U-BOOB AS RQD. 61A2p10 9/8' 0083-76 Q �—Dam 11 Ax-3480 2/VEIN E(MUDW NOCK iATM r UM 6063-76 AT ir84e FROM BOTTOM 0 MFG 2BY W D BUCKS O INTO WOOD WOOD RE 12 U7-mo 1/Lom LFAF tti ST.Sim 13 PS-1127 E I As Iffy. OLMA Y "m TREMCA OR Ell 0 7 3/18'TAS OR 1/4-TAPOONS 14 U-6B04 4/PAN& ROLLER NOUSM A Q= NYLON AT EACH ENO OF VENT I� T1tRU WOOD SUCKS INTO MASONRY OR 01114 LY INTO MASONRY 16 U-sm 2/PAN4L RCUzR BRASS ►� 1-1/4'MR EMBED INTO MASONRY OR CONC. to U-SM 2"M RQUXR SHAFT Sr.STEEL - 1 Ile TAPCO 17 2/WNDOW aAFFLE NYLON - INTO WOOD SUBSTRATE 18 - 2/BAPFIE BAFFLE sm". - /8 x 1/2 846 1-3/0 MIN.POETRAION INTO WOOD 16 I - AS ROD. ABBY BCREY78 - #10 x 1'PH SMs. Z 20 - 2/VENT FOXED RAL 9=W-9LL #10 x 2-3/4 PH SMS SKMANTS 21 7916-187 AS ROD. FIN SEAL WEAT41@WW - SCHLMM OR EQUIV. ^ FRAME AND VENT CORNETTS AND INSTALLATION SCREWS AT SILL 22 - AS MA SSE BEAD - �. SEALED WITH WT11TE/ALU4NMJM XXXiARED sENANI 23 - AS Roo BETIUtO BLDXx1s - I/2'X 1/8'x 3/4'WHO N ,0 1!R>MOLM: 24 _ 1/off SoRm - OPtION& pp9� Wt - (1 7/8'X 1/2-WEEEPHOLES)AT 4'FROM EACH END25 AS Rte. JAMB SME W SOFT VOTYT, - t E WITH PLA9Tx:FLAP VALVE AND FOAM PADS 28 - 1/rupoF+EN cmL FOAMPAD - 1 1/b•x 1 1/9'x r "L W T; D'W2- (1 7/6'X 5/16'WEE�IOLE3)AT 4'FROM EACH END 1 s01 RIM 8083-Ta WITH FOAM PADS 4-�r 'ANNEALED OUSE W3- (1 7/6'NOTCH)AT ONE END ONLY POI.YESTES AT GLA21N0 LEO IN FRONT OF MOV.VENT PET 'NWALED OLASB COMPOUND 1IRL Rim su 1 WALAMr 71A8Ar1y119� t/�FOAM PADGLAZING VX / W2 2 3 I 16-111 rmx so X 3/4'L�IO 3 ~ 12 PER LRE .w• '•'• • •• • • • • ••• 5ATHICK NOMINAL 1a �a s • • '• • • • • tbtPAcr GI�S"3 ••• •• • • •G)�SIAM SAFEc1T PWS T 4 waTNB vRIB txt MRFLBtIOA mTaDJx9 D W1 �♦ a. •`•• .T�k d' ti1M#Tttti•8 � Z�gvXa '• 'FFA. /17 9Y (.e..J. • • �� at Sam com cauva mm CO1• •t dt 2 BY • ••• • • • • P>LODUCT m 01YI3,08 9 a on 1YPICAL A t a= • • • • • ••• • • drawing no. SEE m".FOR vmm • • ••• • • • 4k M 1 sTTE TTLEV.FOR SAACk16 8 w99-63 6hadl ar . .. .. . . . .. .. ... . . . ... . . 4 O ALT. LC 11RK .•: TVPGAI Alg9M scr a"• • '� O �VfO D.L am WNW wm VExr YAM t t t t/a•SiHgl M�' WOOD am D.L am Bill to s •, — s t 4 e t0 SILL ••]OWSMOR ••• • • ••f Eta • MAN Am: • O� • • • • • • mwm AS COWLta Wnu TO E •• • • • • •• mm mm MUM 110E � Br�t tn.dn • • • • • • �ucr timsron �, � OLD= CODE • • • • • • • • • • • Af�TARCE I�. IO• if• f•• i•• ••• i•• i•• draw{tt9 no. RPR 82930 W99-63 sheet d 4ji • • • • ••• • • • ••• • • • ••• • • .238 L An 334 Rip L4� am ''® c VENT TOPAR M RAH. ,lel •938 L1A6 .868 V n FRAME HIM S LL RMcr !02 8 ASS 1438 CLSTOP p JBtt ' 'pay+ ' pig •� R,1AME TCP CORNER VW LATH p�qq VENC•TAP/ACTTOM CDRNER4 & 95@ Tom?. Lam ^ FRAMES ,o � g IL JAMB$iH,E ' X87 . L375 AB8 8374 �• L747 .876 .96 J91 14K MEETM RAH. FRAME JAMB Zw A88 ! JSJtYP. •• • • •. •• Lea ••• • • • •• � APPOU AS•CCMH•M 9r11H T8[ AMI 4 y� L318 X11 RAI801V 8 ppp[ FCfED MM RAIL I • nA es .it�37 By� ���Ooo •�e Loeo • • • I• ;•• • • S • • • • } _ PRCCCCf CCMtB�DNISIO.Y • • • • ••TT!!•• • • • g • • • • • • • • • • make CODE CCIC+IJAI1�9fFICE $ � g 781 989 • • • 1 MTe•tAfN t tDPIN *00( Ad;B'T M NC._9_9-/!/L.O� •s• • ••• • •• drelWnq m FM AMR931 APR i 8 2t�0 W99-63 FRAME JAMB SH1 MVMshoot of a • • • • • • • • • • • •• •• • • • •• •• AA 1 A All bDADE MIAlff DADS COUNTY,FLORIDA METRO-DADEFLAGMBLIHI MO DUIWV(G CODB COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER SIRBET,SU1TB 1603 PRODUCT CONTROL•DIVISION MIAW FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Universal Ahm inum Windows&Doors,Inc. 1675 West 31"Place Hialeah,F133012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction,materials. The documentation,sum has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Nfiami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM. This NOA shall not be valid after the expiration date stated below. The Miami-Dace County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than,Miami Dade County)reserve the ngkt 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 exp of such testing and the AHI may immediately revoke,modify,or suspend the use of such product or material within their Jurisdiction. DORA reserves the right to revoke this acceptance,if it is datennined by Miami Dade County Product Control Division that-this product or material fails to meet the requirements of the applicable buffft code. .... This product is approved as described herein,and has been did to comply with the Yhlocity ��Iliiirricane •••0 0• Zone afthe Florida Building Code. • ...... .. .. ...... DESCRiomoN:series"Coastal"Alwni unr Fixed Window • 0000•• APPROVAL DocumENT:Drawing No.WW82,Wad"Series Coastal Abmmimun FgMd pndow".,: 1 ' . ' through 2 c(2,Fqxmd by Al Fwooq Corporation,dated 10/16/98 with revision on.3/13/05;ftned andWed by •• ••• Hamayoin.Fatuoq,P.E.,bearing the Miami-Dade County Product Cartrol Renewal stamp Wffim NoW of: Acceplancet number and expiration date by tine Miami-Dade County Product Control Divi:uW••• ' • MISSILE IMPACT RATING:Large and Small missite Impact • : 0000 0000.. LABELING:Each unit shall bon a permanant label with the manuf hirees name or ego,c#J state aiff••• :00.0 0: Mowing s "A�Dade County Product Control Appro�red",unless aduetwise notdi Main. '*04, � • RENEWAL oforis NOA shall be considered after a renewal application has been filed and there has been no cite in the applicable bunking code negatively affecting the performance of this product. TERMWATION oftkis NOA will occur ager the expiration date or if thm has been a revision or.cbange in the malenals,use,anftr manuflicture ofthc product or prooess.Misuse ofthis NOA as as endorsement of any product,for sales,a&afimg or any other purposes shall auto rnatically a this NOA.Failure to comply .with any section of this NOA shall be douse for termination and removal of NOA.- ADVERTISEMENT: The NOA mumber preceded by the words Miami Dade County, nxida, and followed.by the date maybe displayed in advatisi ig literature. Many por d n of the NOA is displayed,Bron A shall be done in its entirety. INSPWnON:A copy of this Mire NOA shall be provided to the user by the mamuutacturer or its distributors and shall be available.for inspection at the job site at the-redluest of the Building Official. This NOA ream NOA#994604.03 and,consists of this page 1 as well as approval document mentioned above. The submitted documentatim was reviewed by 7Can!-1 Font P.E. 3 NOA No 03-ML02 a Expiration Date:November 1%2007 Approval Date:May 15,2003 Pane 1 universal Alwalm nn Windows&Doors.be NOTICE OF ACCEPTANCE• EVIDF.IVCE SSD (For File ONLY.Not part ofNOA) A. DRAWINGS 1. Drawing No.W98-82,Universal Aluminum Windows, "Series Coastal Aluminum Fico ed Window" Sheets 1 thru 2 of 2,prepared by Al Farooq Corporation,dated 10/16/98,with revision A dated 03/13/03,signed and sealed by Humayoun Farooq,P.E B. TESTS 1. Test reports on 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with die drawings and installation diagram of an aluminum single lite standing fi W window prepared by Fenestratioq Testing Laboratory,Inc.,Test Report NOYM 177,dated July 13, 1998,signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS •••• •••• • 1. Sample c alc uladon sheets 1 through 10,prepared by Al Farooq Gesp 1iat�•••• •••• • 11/09/98,signed and seated by Humayoun FwWKh P.E. •••0•• ;....: 2. Edge distance calmdation sheets 1 through 4 prepared by AI-F"Corporifionr .. dated 09/15/99, signed and sear by Humayoun Farooq,P.E. ...... ... ..... D. MATERIAL CERTMCATIONS ...... . . • 1. None .... ..•..• .. . . ...... E. STATEMENTS •• •••• • 1. Letter of code coAl-Farooq '• a issued by Corporation on 11/10/98,sigaed And sealed by K Farooq,PE 2• Leata of no finudat Werest issued by Al-Farooq Corporation on 11/10/98, signed by Humayoun Fwooq.PE.and notarized by 1L de la Guardia. 3. Letter of test compliance issued by Fenestsahon Testing Laboratory,1W. on 09/15/98,signed by G.Diamond PE. 4. No change letter issued by Universal Aluminum Windows&Doors,Inc.on 04/21/03 and signed by L X Fernandez. F. OTHER. . 1. None Candido W.Fob',P.E. Senior Prodact Cont rolAxammer NOA No 03-04OL02 Expiration Date.November I2,2107 Approval Date:May A 2003 E-1 ' DIMM XOM WAcvr-PSP' • �.V D}N8.IY/18'OYa4iL Lim 48' eA72 wim• LEmM— • EXY.w w.C)• 1YpIDOA WIM 1 X9 TTP, Os 71 241. Su 809• 44 i/2• 30'• 80.0 au CLL OPOlIg 36" 80.0 g89 A 1.700 O 4E'• 48• ' 80.0 g0.0 r z 41,• 80,0 50.0 C U., Su au &7S0 60„ Su S9' 41 84•• HM9 no• 4 WINDOW FRAME 09GLASS V 8S0.g 9/16,OVERALL LAN. ¢I� 361` 80.0 Bag + C WAY STIEMOYHENED 1.704 (3t 8 49r. SU as WJ /%i. 4g•• 809 809 /.��, ,730' 54" 711 / 7T1 84• Sa0 g0.0' 3V• i Su 80.0 361. 72' Su Sao J h MAM BEAD- US a" 48•• BQ.g . S09� • �� 941 E41. S" gag. TTP. 37• � Su 809 36,• gag Su 48'• S09 • su. Js7aEt ` J ) 1,894 24•• I 809 �0• �YERnaw IOXdZO CY A 4,1" 3• No �" 96• gag Sao TYP. TYP. SNAP•M(COVER 36•• 809 80.0. 19-1/8,• 809 g09. TYPICAL / 2t8 B6-w. gag eu Iml UNIT N;;• 37„ 809 800 33-1/g'• 80.0 8a0 l 191/8' sag 809, 8 vr. su 809 37•• Su ggg NOTES, I WEDGE-IN GASKET 53-1/8,•1 769 ` 19LA3• 80.0 Su. }4•01-43S ' L "PRODUCT E DE9DNED TO 0010 a vm TIff mm Y0,Dow Kava E' ZONE OF THE 2m FLORMA BUODOM CODE 86-1/8'• Su, 809 AIM FOR WMD LOADS AS PER ABU 7-8.ASCE 7-93.ASCE 7-90 OR' •, e0 g09 ASCE 7-98 AS REQ BY PRE11UL9M GMO M CODE.. 37 9MO POERtAm � & WOOD VMG gY OTNERB.MLw K McNam PROPFALY TO 7Rgwu ' S3-LB•• 7E.3• 7&3. Mmdmm POLYVWL BUTYRYL LOADS TO THE SYRLVn E, 191/8'• :.`, g0.0 80.0• tit 1/4•MASS + 3. ANCIC2S TDHALI.BE AS LISTED.SPACED AS SHOWN ON OMMLS,' 56-1/S'•74-1f4• 80,0 809 I ' FIFAT 91f NiTFiEFikV ANCHOR EMB®AOFNT TO BASE-MATERIAL SHALL BE BEYOND WALL • 8Q0 J BOA DRESSING OR STLK=. + • •• • • • • • •• • • • • • • • • • LA1i8 g �, ) • •• • • • • • BROTIPMe NOTSAM >E / 7HST��BXX 7p4�, 0)07-1;-98 1'��, 4 • • • • • • OP1mki SDS 1200, 130.0�' i • • • • •• WATER DWUPATION T�ESO.T,. 70.0 PV' W. rR=lwrRm4gw= S TESTED mass-JF/,g»VAM&i Lmom • RA a mmmyl g �i • • • • CAN.7Ii10 ••• • ?•• • *00 • drawing no. QLAMNG DETAIL W9S—SZ of • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 006 0 0 • ••• • • • WOOD BUCKS NOT BY ummWAL WIC, MUSE SUSTwl rte»sr �U TWICAL MEMStOAQ3 RaPOSED K GLA2IPXL SYSifld AND TRANSFER THEM t1s>ti rata' ' > >taYn= " wwwamaAmmom— A = • TO THE BUAw Y MAZ NG , t A%_."+ VWOW FRWC A Al G". 6063••15' i 13'GC.MAX 3 Ax-490 N WON-aALNO sroP• AttD4AARt. sass-15 S AR-4690 • N■m=.SNAP-DI wo P=W4, Atlx#am- sO6s-1a 1-1 MN ^�.^ IVY IR SSY ' 4 PS-11mM 1 90Y 1E06H-M Gow• ML 7mm e, WOOD Slim i a BOW-103 • AS ML• BMW OMOMM ! • on OWA NO e4.�. ••' .� 8 - wa RE1ID.• SETIBi@ - - +• .a d. 4 7 13V mm•A89a6oS corm• 1 ilox 1'PH SIB• C ' ' y TYPICAL ANCHQR.S:CAN BE FLAT, PAN OR HEX WAD �8 O 1-11/2r ACNN PENE�IRRAAMRDITO WO� 2 ' TM 18Y WOOD MU INTO MASONRY � FRAME OMER DETAIL J 1-1/4'MIN. MASONRY EId�O.• SPLED WTTH • W oR ar ?; a f 4 • X a/S'SELF DT61 M SCREIYB" • AT 8-S/4'FROM ENDS Atm 16'O.C.MAL AT SHORIP Sig # 13'C.C.MAX AT LOW SE88+ figj f b #a x a/e saF SCREWS ' 1WOOD AT S-s/4'FROM ENDS AND . M f' © 16'O.C.MAX AT SHORTER 1/4' 1s'O.C.ma AT LOHOER SIDES' Wx rr a q nm n " ' S � 613"mC.MAK • 4 !' ' ii 1-1/4'AWL WNW wm a , S OPTOAL t7PiCAL-921031 4 f' j O AT 4•!'RGI EROS '•' $$ f3 g Y • • •• • • S. i • ••1 EXTERIOR 4 i I Oil • •• • • • • ' •�, 1'4, _ �� ' • ''+'�' •. + ^ PU,, wlm mem �+ 1-1/x'keL 1 • �• i i i i • i i 3 ti TYPOCAt.pAgSSIpg, • • • • • • • • •• no. AT 4•FRGI EAIDS TYP7,*A •� ••• • ••• • A ISO=N" AT M n= 60g"2 w is'Da.MAK of • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . . . ... . . . . ... M�IAMFDiADE MIAMI-RADE COUNTY,FLORIDA L�L'J►W . . UMQ-%krAFLA004II nDING BUILDING CODE COMPLIANCE OFFIC Cl I T *141 Wbr fLArAE&n1EAT,�wSUft 1603 PRODUCT CONTROL DIVISION II. I-LORIQA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTAN 1) ;ww.bui:ldin4codeonline.com . . . . . . . : .. .. . Universal Aluminum Windows& , • • • •• • • 1675 W.31gr Place 09* 9 0 0 0 000 00 6 Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series"Rebecca"Outswing Aluminum French Door w/(2)-surface bolts(active panel) APPROVAL DOCUMENT:Drawing No.W04-81,titled"Series Rebecca Alum Outswing French Door-LMI, sheets 1 through 5 of 5,prepared by Al Farooq Corporation,dated 09/13/04 and last revised on 04-28-05,signed and sealed by Dr.Humayoun Farooq,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. MISSILE IMPACT RATING:Large Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Mian Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence sheet E-1,as well as,approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 05-0104.04 Lin Expiration Date:May 19,2010 Approval Date:May 19,2005 Pagel . ... . . ... % .. . . . % . . . ... . . . . ... Universal Aluminum Windows&Doors,Inc. . Goo . . . 00: . . . . . . . . . . NOTICE OF ACCEPTANCE: EVIDENCE SURbUi D; ; ; . • 000 009 • • A. DRAWINGS •• •• ••• •• . ... . . . 1. Manufacturer's die drawings and sections. 0 0 0 0 0 s . .. . 2. Drawing No.W04-81,titled"Series Rebecca Alum Ougvj1jFre4bkjor-IM,sheets 1 through 5 of 5,prepared by Al Farooq Corporation,dated 09/13/04 and last revis on 04-28-05,signed and sealed by Dr.Humayoun Farooq,P.E. B. TESTS:Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 5)Small Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with installation diagram of an outswmg double French doors prepared by Fenestration Testing Laboratories,Test Report 4330(FTL04145)dated September 14, 2004,signed and sealed by Edmundo Largaespada,P.E. C. CALCULATIONS 1. Anchor verification calculations dated November 15,2004,prepared by Al-Farooq Corporation,signed and sealed by Dr.Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.03-0225.10 issued to Glasslam NGI,Inc.for"Safety Plus IT' laminated glass,expiring on 08/07/2008. 2. Notice of Acceptance No.01-0205.02 issued to Solutia,Inc.for"Saflex/Keepsafe Maximum" dated 05/17/01,expiring on 05/21/2006 3. Notice of Acceptance No.01-1204.01 issued to E.I.DuPont DeNemours.for"Sentry Glass ®Plus",expiring on 01/14/2007 E. STATEMENTS 1. Letter of conformance and"no financial interest",dated 10-15-2004 signed&sealed by Dr.Humayoun Farooq,P.E. 2 Statement letter of compliance,part of the test report,issued by Fenestration Testing lab, signed and sealed by,P.E. 4. Addendum letter dated 01-10-2000 issued by Fenestration Testing Lab,clarifying glazing,signed and sealed by Edmundo Largaespada,P.E. F. OTHER 1. Glazing complies w/ASTME1300-98. Ishaq L Chanda,P.E. Product Control Examiner NOA No 05-0104.04 Expiration Date:May 19,2010 Approval Date:May 19,2005 E-1 37 1/2" • • ••• • •• •• • • • •• •• • FRAME WIDTH i • i i %: i • i i 71 7/8- 34 3/4' i i •i• i i i •i• FRAME WIDTH co LEAF WIDTH z 34 3/4° w co 0 • ••• • • • •••34 3/4" LEAF WIDTH o FOR ADNSTALLATIONDL SS INTO D Z n 3 D.L.3/16" • • • • • •• WOOD STRUCTURES ONLY m • • • • • • • • •LEAF WIDTH O O °' D. OPG. • • • • • • • � m � , Z w `i -fill �d • • • • • • • • 24 3/16 A I �► i . D.L OPG. to 6° `�I J �' V�u E V N •A ® •� 2 • • - MAR 2 12007 a o •. •• • • ••. O • • • •• • .� RMI Miami Shores Village U / 22 Z o APPROVED BY DATE 0;9 a Q m Oa-t.A / / \ ZONNG DEPT ��' CO 0: N � AP/TWE /AC iIN- \\ W w / ' o . BLDG DEPT ° \ N M O �� 'n M a /i /i SUOJEC TO 1AAZHALL to o \' to '0 o \ STATE AND WLOM WA AIS MIXT CD WMMUM DEMON 'LOAD PAnNG `4:: +''03,0P `_ � 0 to (FOR SIZES SHOWN ABOVE OR SMALLER) FISF I, U Z N x � .m \ 2 \ NOTE: \ \22 TOP & BOTTOM FLUSH BOLTS OF ACTIVE AND INACTIVE LEAF v N TO BE ENGAGED DURING .PERIODS OF HURRICANE WARNING. o 2� Jd M o W 12' MAX. TYP. ' MAX. _ EAD/SILL 4-. 6 MAX.� �� 12' MAX. TYP. � tib HEAD/SSILLI[L Ix AT H � ® HEAD/SILL CORNERS AT HEAD/SILL CORNERS DOORS GLAZED WITH. LAMINATED GLASS RATED FOR w LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. to TYPICAL ELEVATION ( xx ) TESTED UNIT SERIES REBECCA c *j&tk ALUMINUM OUTSWING FRENCH DOOR DAN rl,2awf THIS PRODUCT HAS BEEN DESIGNED•AND TESTED TO COMPLY WITH THE o R Mkdl� ieet REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY - 3/16" HEAT STRENG'D GLASS 3/16' HEAT STRENG'D GLASS 3/16' HEAT STRENG'D GLASS HURRICANE ZONE. a IL .090' PVB INTERLAYER .090" INTERLAYER tt3" INTERLAYER �'..-,-�-� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m SAFLEX/KEEPSAFE MAXIMUM SENTRY GLASS PLUS SAFETY PLUS II LOADS TO THE STRUCTURE. id BY SOLUTIA BY DUPONT BY GLASSLAM ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 3/16° HEAT STRENG'D GLASS 3/16" HEAT STRENG'D GLASS 3/16' HEAT STRENG'D GLASS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL s DRESSING OR STUCCO. � °',. 2 or4 SILICONE SILICONE SILICONE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 'Lo DOW CORNING 995 DOW CORNING 995 DOW CORNING 935 ARE NOT PART OF THIS APPROVAL. m 0< DOW CORNING 795 DOW CORNING 795 DOW CORNING 75 A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF WOOD ANCHORS. GE 1200 GE 1200 j: i GE 1200 . c 4 Engr. DR: H UN FARM t STRUCTURES \ e FLAL PE 16557 N LL LL CAN. 538• 12 12 12 ut U v drawing no. GLAZING OPTIONS APR 2 0 2005 1N04-81 sheet � of 5 • • • • ••• • • ' TYPICAL ANCHORS • • • • • • • • SEE ELEV. FOR SPACING • • 000 • • • • ••• METAL STRUCTURES 1ay TYPICAL ANCHORS (STEEL OR ALUM. 1/8- MIN. THICK) Q WOOD .BUCK SEE ELEV. FOR SPACING a STEEL : Fy = 36 KSI MIN. ° 1 BE<ENQNEEAp SEPARATEL • ••• WOOD BUCK ALUMINUM : 6063-T5 MIN. (TO NGINEERED S LY) a Qa .• • • • • •• • • • • • • • •• • • • Z oD000 60 A 0 O • 0 O 04 co 22 it •• • • • •• • •• N tL A 160 ••• • • • • • i Q cWi w o o v ---�j1 N i i i i•• p I Q i L ly 0 O M i I 25 U) P4 a I 1 5 I 17 N N U W o 3/4" MIN. l 2 TYPICAL ANCHORS 0*Z<n tq 0 TYPICAL ANCHORS 0 a a 0D THROW BOLT SEE EL.W. FOR SPACING SEE ELEV. FOR SPACING a O.4 PENETRATION0 r, tn O N 26 cr 24 W � � aI ZM�.. 15 14 � w�� 'i TYPICAL ANCHORS: SEE ELEV. FOR SPACING yt 18 1/4" D _N TAP S y 3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES S 1-3/8" MIN. WOOD PENETRATION Z •: THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. �i 3 1-1/4" MIN. EMBED INTO MASONRY OR CONC. 2 � 0 1/_4" DIA TepcoNc Z c�`'i.N tc P, DIRECTLY INTO MASONRY OR CONCRETE 6 0 1-i/4 MIN. EMBED INTO MASONRY OR CONCRETE _ �°.-' M n01 W #14 SMS Og SFI F DRI IN fi SCREWS � Pi� I INTO METAL STRUCTURES (1/8" MIN. THICKNESS) c_> c W INTO APPROVED MULLIONS (NO SHIM SPACE) Ir 3 3 i 0 TYPt ei _� OlSreti�F � u7 INTO CONCRETE AND MASONRY = 2-1/2" MIN. j z INTO WOOD STRUCTURE - 1" MIN. SEALANTS: FRAME CORNERS, ASSEMBLY SCREWS AND HEADS OF q reecapbiggvla ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALER. 18 �Batdi LEAF JOINTS SEALED WITH SILICONE. r 8 T�N�� vor °1. 15 14 LUCKS: •L METALLIC DEAD BOLT LOCK, KEY OPERATED ON N 26 EXTERIOR AND THUMB TURN ON INTERIOR 4 AT ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM. DOOR HANDLE AT 38" FROM BOTTOM. 20 cm c d r" 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT % TOP & BOTTOM OF ACTIVE AND ANACTIVE LEAF, , t °c 5 1 1 17 3 (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) �--�� 18 Engr: tJR. HU AYOUN FAti00Q I I 5 WOOD BUCKS NOT BY UNIVERSAL WDWS.. MUST SUSTAIN STRUCTURES ,}� r0i 00 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER FLA.--PE t j5 22 t 1 THEM TO THE BUILDING STRUCTURE. C.A.M. ll JJ THROW TYPICAL ANCHORS drawing no. PENETRATION SEE ELEV.•FOR SPACING A PR 2 8 2005 W04-81 sheet2 of 5 . . . ... . . . ... TYPICAL ANCHORS • • • • • • • • 3. • • ••• • • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING I 1/4' MAX. i i •• • • i •i • i i •• zColo i4 • • • • • • • • 1/4" MAX. �3 rn j SHIM • • • • • • • • • to t0 � C • • •OWLISH @BOLT OPERATOR D� FLUSH BOLT OPERATOR SHIM SPACE � Z w I 7d 6 ON ACTIVE LEAF- -ON INACTIVE LEAF v O o w (CONCEALED) a a ACTIVE LEAF • • • • • • • • z o o • ••• • • • • •• • INACTIVE LEAF z 0 4 00 104 a 17 10 17 it _ o fill Z gn18 i._ J la O 22 \ z a 19 208 15 D.L O. 9 17 9 D.L O. w 21 LEAF WIDTH J u') E FRAME WIDTH Z EXTERIORto 3 � � v 1/4" MAX TYPICAL ANCHORS z Z W SEE Ell FOR SPACING TYPICAL. ANCHORS. ° ' SHIM SPACE •- SEE ELEV., ' ° J d M g FOR.SPACING, a °� 1/4* MAX. � � "� I FLUSH BOLT OPERATOR E� SHIM SPACE x q 0;; i •' ON ACTIVE LEAF 12 w _ 3i 3f z Lo M 1 43 ACTIVE LEAF i zZ r Q 17 �Y 'IDA I Q•' a �� MO m� a� - a 1 B WOOD BUCK (TO BE ENGINEERED . ' - f l Z SEPARATELY) o 18 1/4- MAX. 2 v SHIM D.L.O. 17 21 ' g .7 x LEAF WIDTH Z FRAME WIDTH °g EXTERIOR " in Appigyq� Ill DR. FIUMAYO N FARO. cill FLS'.P�E RES 0D C.A.N.' . 38n Div � � ut drawing no. TYPICAL ANCHORS APR 2 a 2005 W04-81 SEE ELEV. FOR SPACING sheet 3 of-5-11 4.000 • • • #00 0 0 ITEM # PART # QUANTITY DESCRIPTION MATERIAL 6[ANF./SUPPLIER/REbQARKS ` --4.0 • • •• • • • • • • 1 UA-1089 AS REQD. FRAME HEAD — 6063-T6 �� 00 2 UA-1092 2/ LEAF TOP ANO BOTTOM RAIL 6063-T6 00 1.500 _ _ t 078 ••• ••i ••q.?9C1 ••• • • 3 UA-1094 1 DOOR FRAME SILL 6063-T6 Z n 3 2.250 • • • • • • • • 5 UA-1096 2/ LEAF SNAP COVER TOP & BOTTOM RAIL • • • • • • • • 6063=T5 - in � /� • • • • • • *00 i 6 UA-1091 2 DOOR FRAME JAMB 6063-T6 - 0 0 078 7 a �__ - - - C N 8 UA-1090 i/ LEAF DOOR LEAF JAMB - .HINGE SIDE O 1.985 3.500:., i • ••• i•• i•• • • 6063-T6 - as O In 0 M V 1 • ••• • • • • •• 9 UA-1093 1/ LEAF DOOR LEAF - LOCK SIDE FRAME HEAD Q DOOR LEAF HE&D:8C b1L4 :0. : 6063-T6 - O a 10 UA-1095 4/ LEAF JAMB STIFFENER 6063-T6 4" LONG 11 A-4008 AS READ. SHEAR PLATE ® ANCHOR LOCATIONS 6063-T5 6-7/8" LONG n 4.000 3.913 12 = AS READ. GLAZING TAPE SPACER (1/8" X 3/8" X 1° LONG) - 4• FROM AT AIIpSPAN � � V z 078 13 AS READ. WEDGE GASKET _ �► 3- _ aQ .h co 14 UA-1102 AS READ. GLASS ADAPTER 6083-T6 � ��o N 1'500 15 UA-1101 AS READ. GLASS STOP 2'2� [ 1.750 6063-T6 = , _ Y 16 S-7800 AS REQD. FIN-SEAL WEATHERSTRIPPING 187 X .330 G4 w � 771 094 17 WV-3021 AS'REM LBULB WEATHERSTRIPPWG VINYL WI80RG I t9 n I 18 UA-1103 AS REQD. GLAZING VINYL' _ ��' w N 1.985--�1 4.094 19 UA-1097 2/ LEAF CENTER HINGE WITH SS PIN 6063-T6 10" FROM TOP & BOTTOM _ 20 UA-1098 2/ LEAF TOP & BOTTOM HINGE WITH SS PIN 8063-T6 10" FROM TOP & BOTTOM s FRAME JAMB O DOOR LEAF JAMB SIDE 21 - 1 DEAD BOLT LOCK SET WESLOCK INTL pig 22 "' 2/ LEAF MANUALLY OPERATED FLUSH BOLT ZINC CAST DELTA IND. $1.823-�{ 4.657 A 1 CONVENTIONAL DOOR KNOB SET _ WESLOCK INTL.078 2/ LEAF 3/8" DIA. THREADED ROD STEEL -� #10 X 1" AS REQD. FRAME ASSY. SCREWS _ PAN HEAD SMS .688 1 8 X 1-1/4" AS REQD. GLAZING ADAPTER SCREWS, AT 6" FROM ENDS & 12 O.C. 2.054 " FH SELF DRILLING Z I,I F__7 �-- 1.750 T Lft 1 g cV .000 =n 3.913—I �� MP d Ato c04 o 3 THRESHOLD O DOOR LEAF LOCK SIDE oil M �---3.500 1.192 P i Z h 65 1.000 c- .078-1 .078 T - TYP. t 1 SHEAR PLATE 1.474 d Fkdde SWdL X C� 'im the 8 bob 14 8GLASS ADAPTER A $ 1 0 If -1.594-1 /' I 1 .549 -4z m' 3 5 .078 TYP. .062 TO T_ " m$ O 921 oo c 5 COVER TOP & BOTTOM RAIL o o N o mo$ 1.0751-•- ilio I�- 250 t5 GLASS STOP o I 1.094 2 o o t T Engr DR HUMOUN FAROOQ _c 122 o STRl1CFLA. PEI i i ' C.A.N. 3g38�7 1.547 #10-24 X 1/2" FH SELF DRIWNG SCREWS --� rdrawing no. 10 JAMB STIFFENER APR 2 8 2005 W04-81 19 20 3 PIECE HINGE sheet 4 of 5 •• •• • • • % •• • a • • • • ••• • • • • • ••• • • • • ••• OD • • 060 • • • •• • • • Q • • • • • • i • N • • • • • • • • !moi • • N ••• ••• •• • E., n O M U 10 •• • • • •• ••• •• v d • • • • • •• • . 0 n / Z. M O a. 00 OJ O N 24 3 pk w o W N F- O 40 Q 1 SS Z 'N DOOR CORNER z v N o �a0a � N i M 25 U � � �3 = 0 In v D to z I FAF CORNER AppMed ns complying with tie FUrids Belding Cede N0A# i o q bIv a L-1 ZQc c✓v Ud rc Cn U `0 Q N DOOR SILT_ CORNER Engr. QR. MAYOUN FAROOQ •s STRUCTURES FtA..FE # 16567 1 00 CAN. 3533 � n • drawing no. APR 2 8 2005 w04-81 sheet 5 of 5 —J