Loading...
WS-09-121Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ) • Etttt€t • Scheduled Inspection Date: March 04, 2009 Inspector: Bruhn, Norman Owner: VALLADARES, MARGARET Job Address: 109 NW 95 Street Miami Shores, FL 33150 Project: <NONE> Contractor: HORIZON WINDOW CORP Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement eitioi.013 Phone Number (305)965 -9700 arcel Number 1131010240270 Phone: (786)298 -6941 Building Department Comments Passed Failed FrIecg Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 104996. March 03, 2009 Page 5 of 20 on 3350 W 17 I ai mom= Km CT HIALEAH FL. Ph: 786- 298 -6941 salesahorizonwindows.net Fax: 305 - 397 -1839 0 e ® e.20 Z23 Job Information Date ! ., 3 e -mail : Ph: Fax: e -mail: erms Costumer Information Legal Owner of Property: Mailing Address: Job Name: THORSTEN LEIGHTY Job Address: 109 NW 95 ST MIAMI SHORES FL. I 1 4;,/ ,i ti 42/ THORSTEN LEIGHTY 109 NW 95 ST MIAMI SHORES F 33150 (520) 270 -5566 Balance due upon completion of installation 1- 1- FRENCH DOOR & 3 HORIZONTAL ROLLER WINDOWS MATERIAL 2- REMOVAL AND DISPOSAL OF EXISTING WINDOWS AND INSTALLATION OF ALL WINDOWS AND ONE FRENCH DO .. 3'ti.Y 0 Contract EXTERIOR 'THERE ARE NO CANCELATIONS, CHANGES OR RETURNS AFTER A CONTRACT IS SIGNED. price does not include any windows and /or installation permit fees unless stated hereim. — AND /OR INTERIOR PERIMETER PAINTING & STUCCO BY OTHERS— MATERIAL $ 2,236.30 LABOR $ 1,580.00 Date Type of Payment Amount This quote is valid for 30 days T. MATERIAL $ 2,236.30 SALES TAX $ 156.54 INSTALLATION $ 1,580.0 DELIVERY ENGINEERING $ 300.00 & PERMIT $ 150.00 SELLER NAME _--^ Accepted by Seller rf PURCHASER NAME Vt'( Accepted by Purchaser 4 ` C \ TOTAL $ 4,422.84 CONTRACT 1 K -%vs VE1( -1-1, \C- y To: MIGUEL LMIRANTE Page 2 of 3 BUILDING 2009-01-22 13:47:35 (GMT) 3053971839 From: JOEL LOPEZ Miami Shores Village Building Department Yo050 ii.E.2nd Avenue, Miami Mat% Florida. On Tel:,(305). 79522047st (305) 756.11972 PERMIT APPLICATION Pcrmit.Notj 6. ( Master Penult No. FBC 2004 Pennitlypeldrdty. -Blinding ?s Owner'SName :(Pee. Simple Wel:laid:1 °wares Address RD °I kJ/ tA) CIty VlO4ibt Y4)e5 State -m a$1 Led M7. TenantiLeskeiNatne lc Job Addreis (veriterethelvcirk:kbeing dinto.) e City... Sbaco.Y.IllaSO FOL1�IPARCEL#. Is BuBdirniffistoricanybesignated Miami-Dade- 1-44■■•■■■•=..-.. Contractor's COmpaayislame /76 0 A. L0OL ContActices4.M4rgss e (0 City (K; eum; state, QualifierName State Ccitificatoor Regisbitfon No. / / Phone :Zip . Phonet ..Certificideof Competiocybio. 1./" Architect/EnsineeesNami(if:soplivible) , Value ofWork For this .Permit:S. t) Type.of Work: CiAddition, itrAlteratirin Describe:WM*4' 'hone o Linear Footage Of Work: T9 Y- S • ER law?. fl Repaii/ReSace Denuilition- ep- vi,c;49-i L 2‘eFe) iteitstrit ******evarelitirseee essai.********e.. Submittal Act Permit Teo* Notary Simaningi Bond S. Training/Education. Fee t *feis************iff#144igiutikftlkitit is***,444 11D■ - MP'S 1. Mire. Radon $ Technology-Fee $ 4.23 DPBR $ . Didn't - Code Enforcement $ Double Fee Structural Review.' Total Fee Now Due se, See Reverse side -+ To: MIGUEL ALMIRANTE Page 3 of 3 2009-01-22 13:47:35 (GMT) Bandiv:company'sName(ifairplicable): andingCompairis AddreSt City. :gate Mortgage tonsder's•Name.kilappliCable) ••• MortgageLendar'sAddiess City. State. ZiP Application is hereby made ao Obtain a-permit to do-dig...wOrkand installations as I/idiom:ed. I certify tbat.rio work Orinalallation has- commenced..prier to :the Isaaamia of .peimit and that all work will be: -performed tO Meal the itOncblrd! .0f ail lavYli Mutating contrition . m tgalMisdiction: 1 understand that a.separate penuit.tndst be secured .for gt,ECTItICAL IVORIc.PIAMBING:,.SIGNS„ WELL'S, FOOIXFURNACK BOILM• flEA.TERkrAb110 Mal•AIR CORDiTIONERS., tTe- ovomito AntmAvrt: 1 certfrOhai-aubwrovelo*infarmatioos.tcomfgwand-thire all.worb will be done in-complianoo widtalt applicable lam "WARNING TO-OWNERI-YOUR FAILURE-TO:RECORD A NOTICE or-comiviEWEMENT MAY Iktgagx11,4 vcgiR PAYING i'WLCE FOR IMPROYEIVIENTS. TO YOUR PRO?ERTY IF YQU WEND' TO OBTAIN FINANCING, CONSULT WITH 'YOUR LENDER. OR. AN ATTORNEY Befogg. RECORDING. YOUR NOTICE: OF COMMENCEMENT." 3053971839 From: JOEL LOPEZ 4P/ificnttg. -Aa pscanifition Ware-issuance cfa building parnatwitlisake#iffiate4 *lite meedniant$200, ItAgapplicarania st- protni4e-io Owl faith that a cogy-oflbe notice ofrainmeaceineng apzd constrction Iwi, ialf*CICkfre-wiltbr-delivendie the Person whose propertyli.subleato altachinetn, 4Iso acerigectrapy Oka' rocnItignotice. ofrommencement must bzpas1e.dzt shefob .dite. for the firsi inspection .-which itcr:40- fOrKft 1-4 :400 after gftgr the btsdd1n permii 1 s -issue& in ths-alssence insPertioalfanot 40:.apAtirovecl-eni4 oreingpectiokfteleittbechareeet Owneror A The foregcillig..bstrament:waSOmowiedged beibic-Melth dartif, 10.03_, by -T\---\ OTL6Tei-■ what& personalbt knownlomis of-Who haa'produced- • . AS irlentifilit*WINlimitistsmettoA 4 Lim `114-11391°0sidenlifi es Tannia Altamirano NoTARYPUBLICt- Commission #DD485186 NOTARY PUBLIC: A • tx0(7i ctor Theforegoing Instmmentwas acknoWledgeilbehreloig.Ibla 7:7;1 iwor ,,,T,:woatkvr i:20 2.5.by . Whola- personally Inown fonte-or.who-bas.producadCwoji, ;VT14. Expires: OCT. 24, 2009 li;r%::::114=04 TIM ATLANTIC BONDING Ca, INC. Sig o' Ngrg \\ Print..7r0t. Q.,,f-mq Print vALEext. 8 Efutil ' 1 ./1.6.„■11'1,4 MY COMMISSION # DD 620186 ' . ...:, --,t 5 7, ',--t-ri --.- --, ••_ V EXPIRES: December 6,2010 - , B. kd Thru Notary Public Undeiwriters , 77-11111W - MVCnmmjssicn Expires:- 0 , a1/44 • q my-commassion.aoksi ***** APPLICATION APPROVED BY: (Reiised 07/10107) Flgoks'Eaainincr Engineer Zoning This.Tristntment Prep$red By: Namecz Address Periin`iI.NO.- smtE•Of �L . COUN'TYtW 1 11 1111 1 1111 11111 11111 11111 11111 11111 11 11 11 11 CFN 2OB R9R.0089267 OR BF: 26744 Ps 1310; (1RS) RECORDED 02/06/2009 14:016 =38 HARVEY RLJV'IHp CLERK OF COURT HIAMI -OAC'E COUHTYp .FLORIDA LAST PAGE NQTfCEOFCOMMENo gE T ft. UNERSIDNEOdere bygive'wNaeaknproa0rkien aQBo42e$. -Mat propey 81Qnaacordance Chap* Z13; FloddaStatoteis, -t etlaalgg knfdFgalidpis provpled in h Notice ef- Qommeneameni I. Destriptialof.P�thli4 Qe9t► td�a' s�p�1i01ibn• at• prpppe. g5!∎( iu lilfgel.ptidrais1:P�tailapte.) 0� tt=t1j �iS S't �fi�ctt. SGror�c rt 33/30 ]. General descrdplien•ef ^iniptoveineht; /2,efeeec64‘e..-i Dia cG2,' loako a.. Azov 3. bohtet tnfdtma ten • a. iderne:ajld.Ddettess: rn beifirly /O9r •A A) ci 7•s f b. intgrestdn Arepat:ty: e.. Name and addressof (eeelnleiedliehofder (manor gransuing 4. Cootradur: a .kaitio and adtlia s: 1. PIriKte.lrufilr1.tc 5. Surety- a.. tdame.anct.aCid!ose; 1mVW.:of:.p It4nd4 C: • PIMP- rifadki.4 001. o w lda,.) AD 6. Lender a, Nameiand.addiests: h, Rhoeenamber: A� o�Gftlibl COY t . S Lcrrv'es GL 1. 3 t 3 c7 %%Vic S LILT "Me'l , t•331 %S •-1 1„, 7. (isi'sona•.yiifl)niti. t*Al *Ida . t110et 04I,y• Oymetupeawhomnoseseretherdeki tments-•lnalfbe•sei edas. pioviitediijr'Sedion 717,:1• 311. a}7. :.F•inrid;a:Statcite.s; a: Nairrie atirreddiess: b Phone number. & 1 meldS1on.p.-hlinael6 Owner- gnetedkille oliaa parsae(e).so•reci4ve-3 espy ct I1tu1MOia.Ne as p oMdedin 194:311)(b):: ide St tote at 10.1: e.aed address' b. Plionaruiiitl* 9. Exphafiat date:aim:Ace -of bernmenaeinant-lthd•eiiptraigon 4404 1 i'?at m the- dide. al- reeard fng..yMeeaedfflafrsnt•date:is' waled) WARNIN-6 1'0 %WM N(Y'PAYMEN.T8 MADE .BIY THE 4410 AfTER.Th E EXPIRAT)ON.`QF 71st; twos OF COMMEN�AEIff ARE: CQNS DEREO: IMPROPER PAYMENTS .UNDER a TER .713; PART 1, SECTION '713 +l ; FtORIPA S1)1 [T♦r.Rr AND eAN RESULT IN o•,,..! PA 1NC: T.PACE FOR.IMPit MT MU$T r + : . F AND P STED ON- E..105 TO YDFO E THE A STATE OF FLO '! �- ttfE• , a E hEFy7l�E. TNIi .FIR E I HEREBY CERTtGS�, E ? *, 1} II oZ, �r. "� •:tL•T'CE N YaIR Loma AN ATTORNEY BEFORE NCEId6NT. �I Sig ti ra nt,iluvneror.O vn Signaforyya-TTUeitfe e (04191Oft ii►,sUrimanll•aia6 sakaowtedged Were ate.. Bits �� day;.bt• .....` y�rl 4-1911.9a- OAPs Qf. persoi l- aa. - • - of authotltj •.:.e-,p. 4flicaf. ey In fad) tar �_�- -� L1n me tudralf of whom In sarudobl:Wai exeitd), oCpary na NOTARY PUBLIC -STATE OF FLORIDA Altgynjrano z ��r "5186 af-Notary:Pubria,Stste.of ftarida RttnRr Type, or $temp Comml&ston d Naige•ot tlitiary- Pub1t6 eommtsslpa Numbeu • ....,., .:, 2009 • Pareoa/ 01TICnarrm .�arPrOdu6etWdenlifleatlon BONDEDTHRUAaan;i., CO. j( orc&!Ursitantto'�tiertjgyi O2.'e25. Piorida•Stptute tinder penalties of -perjury, 1 declare drat I have read the terogotng and ;djill-t(ia Leda ^tell In tare irne.to the best of my knowledge and belief. NOTARYPUBLIOSTAT OP FLORA ; Cotalai31or, ,;.;85186 Expires: 0c?: 24 2009 Signature of Natural Person- Signing Above • • GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305 -226 -6904 Of By GR 1 0126/09 I Sh1et I 4 THORSTEN LEIJHTY RESIDENCE WINDOWS & DOORS REPLACEMENT 109 NW 95 ST MIAMI SHORES, FL 33130 WIND LOAD CALCULATION PERMIT #: ; - , Miami Shores Village DATE - APPROVED BY ZONING DEPT J?&o? BLDG DEPT )'' SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305 - 226 -6904 By GR 1 01/26/09 I S 2 et I Of Project: THORSTEN LEIJHTY RESIDENCE WIND LOAD DATA ONE STORY RESIDENCE WIND LOAD AS PER ASCE 7/02 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = MINIMUM WIDTH (FT) = 31.00 H = MEAN ROOF ELEVATION (FT) = 13.00 V= WIND VELOCITY (MPH) = 146 I = IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY = C ROOF GEOMETRY : H (FT) = 4.00 L (FT) = 12.00 ROOF SLOPE (DG)= 18.43 Kz= EXPOSURE COEFFICIENT = 0.85 Kd= DIRECTIONALITY FACTOR = 1 V = VELOCITY PRESSURE = 0.00256 x Kz x Kd x V2 x I = 46.38 PSF APPLY REDUCTION PER ROOF SLOPE LESS THAN 10 GR NO PERCENT OF REDUCTION = 0 CPI COEFFICIENTS = + / - 0.18 a = ZONE 5 EXTENSION (FT) = 3.10 SMALLER BETWEEN : a =0.10 B= 3.10 AND a =0.4 H= 5.20 3.10 BUT NOT LESS THAN : 4% OF B= 1.24 OR 3.00 • • GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305- 226 -6904 ELEMENT HR-44 (A) SH -25 (B) SH -24 ( ) SH -23 (D) FD 33X81 1/2 (101) • Of By GR 1 0126/09 I Sh3eet I 4 Project: THORSTEN LEIJHTY RESIDENCE WIND LOAD SUMMARY EFFECTIVE DIMENSIONS WIDTH HEIGHT AREA ZONE 4 GCP GCP POSITIVE NEGATIVE IN IN SF 37.00 50.63 13.01 0.99 37.00 31.50 8.09 1.00 37.00 25.38 6.52 1.00 37.00 19.13 4.91 1.00 33.00 81.50 18.68 0.96 -1.09 -1.10 -1.10 -1.10 -1.06 ONE STORY RESIDENCE ZONE 5 ZONE 4 GCP GCP WL WL POSITIVE NEGATIVE POSITIVE NEGATIVE PSF PSF 0.99 1.00 1.00 1.00 0.96 -1.38 -1.40 -1.40 -1.40 -1.33 54.15 54.73 54.73 54.73 52.99 -58.79 -59.37 -59.37 -59.37 -57.63 ZONE 5 WL WL POSITIVE NEGATIVE PSF PSF 54.15 -72.13 54.73 -73.29 54.73 -73.29 54.73 -73.29 52.99 -69.81 • • • GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305 -226 -6904 By Date Sheet Of GR 101 /26/09 I 4 4 Project: THORSTEN LEIJHTY RESIDENCE PRODUCT APPROVAL REVIEW, MARK OPENING LOCATION SIZE NOA NUMBER NOA DESIGN PRESSURE RATING OPENING REQ'D PRESSURE RATING EGRESS REQUIREMENT SHUTTER REQUIREMENT WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE IN IN PSF PSF PSF PSF YES NO YES NO A Bed Room #1, #2 & #3 74 50 5/8 04- 0826.03 110.00 - 150.00 54.15 -58.79 x x B Living Room 37 63 06- 1121.14 62.00 -62.00 54.73 -59.37 x x C Bed Room #2 8 #3 37 50 5/8 06- 1121.14 62.00 - 62.00 54.73 -59.37 x x D Family 37 38 3/8 06- 1121.14 62.00 -62.00 54.73 -59.37 x x 101 Kitchen 33 811/2 08- 0417.05 70.00 -70.00 52.99 -57.63 x x MULL Living 8 Bed Room #2 1x4 49 5/8 06- 0214.02 165.71 165.71 59.37 -59.37 OWNER: THORSTEN LEIJHTY ADDRESS: 109 NW 95 ST MIAMI SHORES 33130 N.O A # WINDOWS SCHEDULE 04- 0826.03 A- HR 44 EGRESS 06- 1121.14 B- SH 25 06- 1121.14 C- SH 24 06- 1121.14 D- SH 23 08-0417.05 f01- FD (33 "X 81 1/2 ") 06 -0214.02 MULL 1 "X4 "X49 5/8" • 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 2001 Aluminum French Door Impact Resistant. APPROVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 3 of 3, prepared by the manufacturer, dated 04 /02/08 with no revisions signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice 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 following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1104.03 consists of this page 1, evidence page 1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. NOA No 08- 0417.05 Expiration Date: May 08, 2013 Approval Date: May 22, 2008 Page 1 MIAMI ■ COUNTY APPROVED 0 y12-7IP° Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD08 -01, titled "Series 2001 Aluminum French Door Impact Resistance ", sheets 1 through 3of 3, prepared by the manufacturer, dated 04 /02/08 with no revision, signed and sealed by Francisco Hernandez, P.E. B. TESTS ( Submitted Under NOA # 2- 1104.03) 1. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 3399, dated 07/24/02, signed and sealed by Late Gilbert Diamond, P.E., reviewed by J. O. Chan, P. E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Francisco Hernandez, PE, dated 03/31/08 signed and sealed by F. Hernandez, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for "Saflex III G clear and colored interlayer", expiring on 05/21/11 2. . Die drawings prepared by Alcan ExtrusionsAWC -36, 37, 38, 39, 47 & 57, dated 2003. E. STATEMENTS 1. No Interest Letter signed and sealed by Francisco Hernandez, PE. on April 02, 2008, 2. Code Compliance letter signed and sealed by Francisco Hernandez PE, on April 02,2008 3. Test Compliance letter issued by Fenestration Testing Laboratory, Inc on 08/16/02 signed and sealed by J. Chan, PE.(Submitted Under NOA# 02- 1104.03) F. OTHER 1. NOA # 02- 1104.03 41A JeturAA-L,_ E -1 Mohammed Iqbal Shaikh. P.E. Senior Building Code Compliance Specialist NOA No. 08- 0417.05 Expiration Date: May 08, 2008 Approval Date: May 22, 2003 • • • FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #i AND DESIGN PRESSURES CHART OF THIS SHEET. FOR DETAILS SEE SECTIONS SHOWN ON SHEETS 2 OF 3 AND 3 OF 3. 5° i 10° MAX. I� ELEVATIONS 10° MAX. 72° MAX. DOOR WIDTH MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURES CHART- PSF I 1 1 — — 1 I I If - 28 1/8° 1/8° MAX. DAYLIGHT i WIDTH 26 1/8° 0 MAX n OW DAYLIGHT r, g STRIKE g PIATI NEG. g _L M PER JAMB rn 3' -0" 03 0 _i_ 70.0 / — 0 0., 10 g `° 1 1 1 2' -6" II ELEVATIONS 10° MAX. 72° MAX. DOOR WIDTH MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURES CHART- PSF I 1 1 1 1 1 1 I I - II I - l 26 1/8° HEIGHT LEAF WIDTH 26 1/8° - MAX n OW DAYLIGHT r, g STRIKE g PIATI NEG. (NOMINAL) MAX. DAYLIGHT / ® PER JAMB 0 3' -0" - 70.0 70.0 — 8' -0" 8 — - 2' -6" n 70.0 70.0 18 4 — 70.0 70.0 6' -8" 7 0 — I I H H 3 I I I ELEVATIONS 10° MAX. 72° MAX. DOOR WIDTH MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURES CHART- PSF DOOR DOOR DOOR DOOR LEAF LEAF HEIGHT LEAF WIDTH ANCHORS (NOMINAL) ANCHORS POS. NEG. (NOMINAL) PERD SLLD PER JAMB 3' -0" 4 70.0 70.0 8' -0" 8 2' -6" 3 70.0 70.0 3' -0" 4 70.0 70.0 6' -8" 7 2 ° -6" 3 70.0 70.0 NOTES: 1. ANCHOR OPTIONS AND NUMBER OF ANCHORS: 1/4' ELCO TAPCONS WITH 1 1/2° MIN. EMBEDMENT INTO CONCREIE BLOCK OR #1u TM� INTO 2BY WOOD BUCK OR #14 S.M.S. S X 1/2 IN METAL FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRESSURES CHART. 2. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES SHOWN ABOVE. 3. GLAZING. 5/16' OVERALL IAMINATED GLASS MADE OF TWO LUES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0 .090° INNER LAYER FILM SAFLEX- KEEPSAFE BY SOLUTA INC. GLAZING PENETRATION 0.533 °. 4. COLONIAL MUNTNS CAN BE APPLIED. 5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) #10 X 1' PAN HEAD SHEET METAL SCREWS. 6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME, PANEL, ETC. 7. REFERENCE TEST REPORT FTL -3399. 8. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE P80DD^,.T ne Hs,027401g Will 4% Pint);1 Aw.y:1 rm • o !o = 3e5 Loam ®y Eltvidoa 4 -2.08 HERM= PL. FL PE j 51393 VAN Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 23012 Ph: (305)361 -9952 F,c005)928 -5118 01x.:1 sr. RF Data 04/02/08 saafa NTS Redeem Revlsiea DW.WINS NO. FD08 -01 SHEET 1 OF 3 • • • ANCHORS 426° FROM CORNERS AND THE REST ®12° O.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE Q1 AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR DOOR JAMBS) 1/4° SHIM MAX a P. .6a o/ , -sO sa 1BY OR 28Y WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GRAZING SYSTEM LOADS (TYPICAL FOR ALL WOOD BUCKS) CMl1 WALL REV. GLAZING DETAIL ANCHORS @6° FROM CORNERS AND THE REST ®12• D.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN OPRESSURE CHART ON SHEET 1 OF 3. 4 (TYPICAL FOR DOOR JAMBS) 09 HORIZONTAL SECTIONS PRODUCT RZ1' v.:l' ascomp:yie:1 tvi.A A:u PRa1; ja cam, arm«ft No o -01/4 .eS BY Mistoitlade 4 - 2_OS FL bHERNANDEZ 1 PIA Sunshine Windows Manufacturing, Inc, 1745 W. 33rd Place Holech, Fb,M9 33012 Pk (308)384 -0982 Fina(306)828 -8118 hi u cti I Drano 1Ov: RF Data 04 -02 -00 wain 1/2` ..I Revision: Revision: DRAWING NO. FD08 -01 SHEET 2 OF 3 • • • 1BY OR 2BY WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYPICAL FOR AU. WOOD BUCKS) OdPACT GLASS: SEE NOTE �J ON SHEET 1 OF 3 AND GLAZING DETAIL SHOWN IN SHEET 2 OF 3. STRUCTURAL SILICONE DOW CORNING 05 SIMILAR ANCHORS 05° FROM CORNERS AND THE REST 010° O.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #t AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR HEAD AND SILL) VERTICAL SECTION .078° MATERIAL LIST ITEM Q PART # REQD. DESCRIPTION MATERIAL 1 SW -38 1 FRENCH DOOR HEAD 6063 -T6 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL 6063 -T6 3 SW -36 4 FRENCH DOOR VERTICAL STILE 6063 -76 4 SW -37 2 FRENCH DOOR JAMB 6063 -T6 5 SW -40928 (4 ") 1 PER ANCHOR FLAT FILL COVER 6063 -T5 6 SW -40 1 FRENCH DOOR SILL (MILL FINISH) 6063 -T6 7 SW -47 1 FRENCH DOOR ADAPTER 6063 -T5 8 SW -3332 AS REO'D FIN PILE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW -57 3 PER LEAF 8° BUTT HINGE 6063 T5 10 SILICONE AS REQ'D DOW CORNING 995 /PECORA 895 SIUCONE 11 SW -L1 1 LOCK (LATCH) METAL 12 SW -L2 1 YALE NEW TRADITIONS' 800 SERIES DEAD BOLT LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR METAL 13 SW -FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS -REQ'D # 10 X 1° SMS 15 SCREWS AS -REQ'D # 10 X 1 1/2° SMS 16 SW -30 AS -REQ'D APPLIED PERIMETER TRIM 6063 -T5 17 SCREWS AS -REQ'D # 8 X 1/2" SMS 18 SW -H 1 SURFACE MOUNT HANDLE METAL 5.00° 0 FD HEAD (SW -38) r r 1 5.00° ®FD JAMB (SW -37) 1" .) FD FLAT FILL COVER (SW- 409280) FD TOP & BOTTOM RAIL (55-39) 857 4.375 FD VERTICAL STILE (SW -36) 0 PERIMETER TRIM OFD ADAPTER(SW -47) FD HINGE (SW -57) © FO SILL (SW -40) Fimide rrp,..ltzaC4_'n t' •g- lVri a:i Azta t'cadN2c.+ Coma Dividm 4.2.0$ FFRRANO 081E NDEZ VAN Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Place Hialeah, 'Whin 33012 Ph: (305)384 -9952 Fina(305)828 -5118 Orme ge: RF Oahe 04 -02 -08 Scales 1/2' ..1' Reelable OWING NO. FDOS —01 SHEET 3 OF 3 • • • MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinecode 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 (MU). 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 Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 05 -TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 05- 0930.03 and consists of this page 1 and evidence pages E -1 and E -2 as well as the approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 Page 1 • TRACO Security Windows & Doors, Inc. • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 05-TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bernardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23/2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 • TRACO Security Windows & Doors, Inc. • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 0S- 0930.03) G. OTHER 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal- 240" Aluminum Single Hung Window — Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. E -2 Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 • 6 1/4' MAX. AT HEAD /SILL CORNERS • COASTAL -240 SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 47 7/8" D.LO. (FIX. LITE) 9' MAX. AT HEAD /S81 f 5/16° i4/ 8° MAX AT JAMBS 6' MAX AT JAMB CORNERS 6 9' MAX. AT HEAD /SILL 47 1/8° D.LO. (VENT) 50 1/4' VENT WIDTH 53t/4° MAX. WINDOW WIDTH TYPICAL ELEVATION 1/8° ANN. GLASS .090 INTERLAYER SAFLEX PVB 1/8' ANN. GLASS SBICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RGS7700) 5° MAX (TYP AT MTG RAIL) HEAD /SILL ANCHORS: JAMB ANCHORS: 6%4" MAX FROM CORNERS AND BALANCE (D 9° MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION. SEE JAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAIL LOCATION SEE JAMB ANCHOR SCHED FOR NO. OF ANCHORS PER IAMB 6%a MAX AT IAMB CORNERS LANCHOR LOCATIONS TYPICAL BOTH SIDES WINDOW DIMS. WIDTH HEIGHT NUM OF ANCHORS 19 1/8" 26 1/2" 37" 53 1/8" 26° 4 2 4 2 4 2 4 2 19 1/8" 26 1/2" 37" 53 1/8" 38 -3/8' 6 2 6 2 6 2 8 3 19 1/8" 26 1/2" 37" 53 1/8" 50 -5/8' 8 2 8 2 8 2 7 3 19 1/8" 26 1/2" 37" 53 1/0" 57' 8 2 8 2 8 2 9 3 19 1/0" 26 1/2" 37" 53 1/9" 19 1/8" 26 1 /I" 37" 53 1/4" 63' 8 2 8 2 8 2 10 4 74 -1/4° 10 2 10 2 10 2 10 4 0 TOTAL° INDICATES TOTAL NUMBER OF 1 ANCHORS AT EACH JAMB (INCLUDES "MTG RAIL° ANCHORS). 8° MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. Q °MTG RAIL' INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) 1/8' ANN. GLASS .090 INTERLAYER SAFLEX PVB 1/8' ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RGS7700) 5/16' OVERALL LAM. ANN. GLASS 0/16' OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDIAN' LAMINATED BY TEMPGLASS' GLAZING OPTIONS TYPICAL ANCHORS: MAX DESIGN PRESSURE +62 / -62 PSF • FRANK L 6088AR00, P.E.N GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN 1140 DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MUNTI -DARE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS &0713.01 -99 BY AMERICAN TEST LAB (ATL), #2363 BY FENESTRATION 'TESTING LABORATORY (FTL) AND #T188 -06 BY FARABAUGH ENGINEERING & TESTING, INC (FET). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. PANELS GLAZED WITH 5/16° LAMINATED GLASS (BY 'GUARDIAN' OR TEMPGL SS') ARE LARGE MTCCIL F IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL EXCLUDES STUCCO OR WALL DRESSING. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCWDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G =0.55 OR GREATER SPECIFIC GRAVITY), GROUT- FILLED BLOCK (MIN 1500 psi COMPRESSIVE STRENGTH FOR GROUT) OR CONCRETE (MIN 3000 PSI). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 2 -1/2° EDGE DISTANCE FOR ALL ANCHORS INTO GROUT - FILLED BLOCK (MIN 1500 6) ANCHOR CONCRETE (MIR1 3000 PSI), AND ARE AS FOLLOWS: EDGE DISTANCE FOR ALL WOOD ANCHORS. TO 2x WOOD BUCK OR WOOD STRUCTURE #14 WOOD SCREW OR 1/4" TAPCONS (1TW OR ELCO) WITH 1 -1/2° MINIMUM EMBEDMENT. TO CONC (MIN 3000 PSI) OR GROUT-PULED BLACK (MIN 1500 PSI) (DIRECTLY OR THRU 1x TAPCONS (ITN OR ELCO)RWITH 11-33/4' M 1NIMUM EMBEDMENT TO CONC (MIN 3000 PSI) OR GROUT - FILLED BLOCK (MIN 1500 P51). SEALANTS: FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. r DDL,'CT REVISED e, corn jrg with the Florida BlOE:.ng Coin Acccptenco No 06 -1121 EV. °ate Division 3 10 gN2 An li 1451z V62 $E ; C T= U G 4E1 2E2 0 NW GQ N 'gn ,i16'2 a ° g w E , , r 8fig ``/ Ai ffi d d v 05 -TRA -0003 PABEBOALE: Dn80RRRWM: i a p$ 1 1 1 • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS (BY OTHERS), MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. —71/4° MAX. SHIM WINDOW HEIGHT D.L OPG. VENT HEIGHT TYPICAL AN E LEV. H EDGE D1STAN r \ lir TYPICAL ANCHORS SEE 0180. FOR SPACING ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIERJREMARKS 1 050 -00 -572 1 FRAME HEAD 6063 -T6 < - 2 050 - 00-308 1 FRAME SILL 6063 -16 - 3 050-00-586 2 FRAME JAMB 6063 -T5 - 4 051- 00-571 1 VENT TOP 6063 -T6 - 5 051.00 -548 1 VENT BOTTOM 6063 -15 - 6 050-00 -570 2 VENT SIDE 6063 46 - 7 051- 00-573 1 FIXED MEETING MAIL 6063 -16 - 8 050- 00-569 4/ LITE GLASS STOP 6063 -T6 - 9 012 -00 -835 AS REQD. FRAME ASSEMBLY SCREW 98 X 1' PHPH SMS 10 012 -00 -835 AS REQD. VENT ASSEMBLY SCREW 58 X 1° PHPH SMS 11 046 -00-098 AS REQD. W STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X .190 12 046-16-102 12 SETTING BLOCK .10" X .30' X 1 -5/8° LONG 5° FROM ENDS & AT MIDSPAN 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 14 007- 10-016 2 SWEEP LOCK (AT 6-3/4° FROM ENDS) ZINC CAST MARBOLLO TNT. 15 046-16-030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5/8° BOX) 16 050 - 00-718 1 SNAP LATCH 3° LONG W/ SPRING 6063 -T5 AT MID WIDTH 17 046-00-010 AS REQD. BULB VINYL WBORG 18 - - - - - 19 - - - - - 20 047 - 00-015 AS REQD. FIN SEAL PILE AMESBURY 180X151) OR EQUIV. 21 012- 00-130 4 MTG. RAIL ASSEMBLY SCREW 510 X 1° PHPH SMS 22 05- 0027 -10 05- 0128 -16 AS REQD. GLAZING COMPOUND TWO -PART GE STRUCTURAL SILICONE SILICONE GE RGS7700 18Y OR 28Y WOOD suck TYPICAL ANCHORS 500 ELEV. FOR SPACING 1/4' MAX. 511114 ® JAMBS VENT WIDTH D.L 000. O r _ IJr�' a. �E. D.L OPG. WWDOW WIDTH EXTERIOR P EDUCT PFV}SED 10 otarlijim8 with the Florida Buil1,1 Coda &cavia2I55 No a6— Expiration Data 2 2 2 2 d 1 5 05 -TRA -0003 PA088CMJ0. DESCRIPTION; ■ • 2.875 { f .062 'MP. .750 1.562 • • 9371. 1.172 1.020 4- 1.681 -� O MEETING RAIL, VENT TOP CORNER .875 FRAME TOP CORNER GLASS STOP r1.250�{ b .062 TYP. 1 2.374 1.281 1.750 --I —2.625 O FRAME .IAMB 2.987 VENT BOTTOM CORNER FRAME BOTTOM CORNER CBO7TOM VENT BOTTOM RAIL 2.772 .062 TYP. .750 h� O SASH SIDE RAIL 2.797 t::1: Florida BmTcie; Aoce:!°'c.: 1;0 Expirrdiou Cato 05 -TRA -0003 PAGEBCALE: DEECR: O FRAME SILL Division • • M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Impact Window Manufacturing, Inc. 14475 NW 26 Ave Opa Locke, FL 33054 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FIW — 2004 - RW Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. HR -1, titled "Horizontal Sliding Window Series FIW — 2004 - RW Large Missile Impact Resistant", sheets 1 through 5 of 5, dated 03/24/05, prepared by Francisco Hernandez, P.E., P.A. Structural Engineering, signed and sealed by Francisco Hernandez, 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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 04- 0826.03 Expiration Date: Apr1114, 2010 Approval Date: Apr1114, 2005 Page 1 Florida Impact Window Manufacturing, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HR -1, Sheets 1 through 5 of 5, titled "Horizontal Sliding Window Series FIW — 2004 - RW Large Impact Missile Resistant" dated 3/24/05, prepared by Francisco Hernandez, P.E., P.A. Structural Engineering, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3959, dated 01/06/04, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by Francisco Hernandez, P.E., P.A. Structural Engineering, dated 07/11 - 13/04, signed and sealed by Francisco Hernandez, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01, issued to E.I. DuPont DeNemours for their "Sentry Glass ® Plus ", approved on 01/17/02 and expiring on 01/14/07. 2. Notice of Acceptance No. 02- 0828.15, issued to E.I. DuPont DeNemours for their "Dupont Butacite ® PVB ", approved on 11/21/02 and expiring on 12/11 /05. F. STATEMENTS 1. Statement letter of conformance, dated 07/10/04, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest., 07/10/04, signed and sealed by Francisco Hernandez, P.E. G. OTHER 1. None. E -1 Manuel ' ez, ` .E. Product Contro er NOA No i .03 Expiration Date: April 14, 2010 Approval Date: April 14, 2005 • s 0 74" MAX. i I 5 "SAX i 1 1 ITEM #12 ROTATING CUP ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/4" MINIMUM EMBEDMENT INTO WALL EXCLUDING STUCCO. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" —20 HILTI KWIK —FLEX SELF— DRILLING SCREW STEEL MATERIAL. SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 Ga MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 —T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4 " -20 HILTI KWIK —FLEX SELF — DRILLING SCREW WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD GLASS OPTIONS OPTION No.1 0.450" OVERALL LAMINATED GLASS USING TWO LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A 0.090 INNER LAYER FILM, SENTRY GLASS PLUS OPTION No. 2 0.450" OVERALL LAMINATED GLASS USING TWO LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A 0.090 INNER LAYER FILM, DUPONT BUTACITE PVB GLAZING METHOD UNIT IS EXTERIOR GLAZED WITH 0.55" GLAZING PENETRATION USING A CLEAR COLORED OM 5 SILICONE GLAZING E6SC2800 OR PECORA 895 AND AN ALUMINUM SNAP 1 9/16" LONG X 1/4" HIGH WEEP HOLE AT 7" FROM ENDS DESIGN PRESSURE RATING POSITIVE = 110 PSF NEGATIVE = 150 PSF FOR ALL UNITS EQUAL OR SMALLER THAN THE ONE SHOWN ON THE ELEVATION Approval as complying with it e MHO t i I4 2ooa NOM OA2�,.11�. I ' r� gg c Primal Bads FRANCISCO NERNANDEZ FL. PE # 51393 FLORIDA IMPACT WINDOWS 14478 NW 25th NE Opeteeke. POMO 33054 0 a Drawn Br MH od.,3 -24 -05 sees: NTS Rmitore DRAWING NO. 1 SHEET 1 OF 5 • • WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL 1 9/16" WEEP HOLE AT r FROM ENDS. MIAMI —DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 (CONNECTION TO ALUMINUM MULL) SECTION A 1° X 1/4° WEEP HOLE • w ONE AT EA END a. d VERTICAL SECTION (CONNECTION TO CONCRETE) Approfd m complying with the Sedan Ham NOA9 ._arzx Dade gJ -24—o5 FRAN FL PE 811383 M FLORIDA IMPACT WINDOWS 14475 NW WO AVE Opelocee. Flwao at c 'C S C wal g" g ?al o' tA LT4 gin 0 0m402-141-1.- oaw 3 -24 -05 scake--- Ranhlorc Rolston: DRAWING NO.- HR-1 SHEET 2 OF 5 • • 0 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE TEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA MINIMUM WALL THICKNESS OUTSIDE WINDOW WIDTH (CONNECTION TO CONCRETE) HORIZONTAL SECTION MIAMI -DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) :Ire" MINIMUM WALL KNESS ALUMINUM ALLOY 6063 -T5 (CONNECTION TO ALUMINUM MULL) SECTION C (CONNECTION TO STEEL MEMBER) SECTION C Approved es COMplying with the tlmreQ� 2■os Miami Dade fleeduet Control FL. P 5SAt81H� CE2 FLORIDA IMPACT WINDOWS �a MANG NO. HR- 1 SHEET 3 OF 5 • • • MIAMI—DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/8` MINIMUM WALL THICKNESS ALUMINUM ALLOY 6083 —T5 (CONNECTION TO ALUMINUM MULL) SECTION B MINIMUM WALL THICKNESS TO ASTM A500, A653 OR A36 WITH 12 GA STEEL MEMBER BY BY OTHERS SHALL CONFORM STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A853 OR A38 WITH 12 GA MINIMUM WALL THICKNESS (CONNECTION TO STEEL MEMBER) SECTION B (CONNECTION TO STEEL MEMBER) SECTION A TIM 5 2 --mss FL. PE 1393 5 H FLORIDA IMPACT WINDOWS tapma P 34 F- qURI PC-1 viggh iFt oa t e4 4 0 Dram Br MH Data 3 -24 -05 Saa NT i_ Rerhaa Itawtaa MONO HR�1 SHEET 4 OF 5 • • • 1 0 FRAME JAMB FSP 014 0. FIXED MEEMIG RAIL FSP 041 GLAZING � /GREEN RUNNER FSP 017 0282 d 0 SASH MEEBNG BAIL • FSP 018 1.102 1.886 1.188 .9.062 MATERIAL J 211 ( e Rfl 7775 i d ! a 1422 0.082 1.186 I : I 1.847 0 FRAME JAMB FSP 014 0. FIXED MEEMIG RAIL FSP 041 GLAZING � /GREEN RUNNER FSP 017 0282 d 0 SASH MEEBNG BAIL • FSP 018 1.102 1.886 1.188 j MATERIAL o 211 ( e Rfl 6083 —T8 i A ! tD63 li 1.188 1.658 SASH MEETING RAIL 0 FSP 015 0.082 747 1.227 1. --7 1.188 . , MATERIAL 1 FSP 014 FRAME JAMB 6083 —T8 2 A iI11II 0.137 tD63 li 1.621 FSP 018 SASH MEETING RAIL I : I 1.407 I FSP 020 MATERIAL LIST ITEM# PART DESCRIPTION MATERIAL 1 FSP 014 FRAME JAMB 6083 —T8 2 FSP 041 FIXED MEEDNG RAN. 808316 3 FSP 018 SASH MEETING RAIL 8083 —T6 4 FSP 020 SASH SIDE RAIL 6083 —T8 8 FSP 017 GLAZING BEAD 8083 -78 6 FSP 015 FRAME HEAD 6083 —TB 7 FSP 039 FRAME SRL 6063 —T8 8 FSP 018 SASH TOP AND BOTTOM RAIL 6063 -18 9 FSP 017 SCREEN RETAINER 8063 -78 10 GLASS SEE GLAZING NOTES 11 FASTENER #10 X 1 PH SMS (SS) MEETING RAIL FASTENERS 12 FSP 085 ROTATING CUP 8063 —T6 13 FASTENER /8 X I/2" PH SMS (95) 14 FASTENER #8 X 1 PH SMS (SS) FRAME CORNER FASTENERS 15 LATCH LOCK 18 FSP 045 INSERT TRACK 6083 —TB 17 FASTENER #10 X 1 PH SIS (SS) VENT CORNER FASTENERS 18 ROLLER HOUSING 19 BRASS WHEELS 20 WEATHER STRIP 21 SILICONE GE SCS2800 OR PECORA 895 SILICONE SEAWdT 22 BULB VINYL 23 1 1/8" X 7/8' STEEL BAR (FUJI LENGHT OF FIXED MEETING RAIL) ASTM A36 24 BULB VINYL 25 ANCHORS SEE ANCHOR NOTE ON SHEETS 1 AND 2 SASH C18 MP AND BOTTOM PAIL FRANCSCO HERNANDEZ FL. PE # 51393 FLORIDA IMPACT WINDOWS 14473 NW 213th Pd R4 a' 144! •=1 Drawn Tgr. MH Date 3 -24 -05 saa9e,� Redden Re ie en DIMINO NO. HR -1 SHEET 5 OF 5 • MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33`d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules • ma en. s. Ie • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline.com and regulations governing the use of construction Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01-07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 1226.14 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06- 0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 Page 1 • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS • • - , $ I S I u - 11 I. TAS 201 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 1226.14) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hemandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 Manuel ' erez, P.E. Product Control Di NOA No 06-0 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 • • • Co GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2° VERTICAL PROCEDURE FOR MULLION SFLECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MUWON AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE THE MUWON SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MUWON AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 1/8° GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES VERTICAL HORIZONTAL MULLION APPLICATIONS GENERAL NOTES: 1. MUWONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. Sunshine Windows Manufacturing, InG 1745 W. 33rd Plc Plain Florida 33D12 —5I1N a.. RF Dots 9 -30 -05 sonic 1 2 " =1" Redoloro RBHalora DRAWING No SW -01 -07 SHEET 1 OF 7 PRODUCT REVISED ascomplybig with ttseFlmlda Weis Cede a,., .• Dab TT!!L'4 -y[ •12 /ii. /0 i_' ',_.' ... ltsimel GadA, r / _ �.0 /- . ' FRVICISC0 NQtNANOEZ MARRA PE # 51393 Sunshine Windows Manufacturing, InG 1745 W. 33rd Plc Plain Florida 33D12 —5I1N a.. RF Dots 9 -30 -05 sonic 1 2 " =1" Redoloro RBHalora DRAWING No SW -01 -07 SHEET 1 OF 7 • • DESIGN SPAN M 90 88 44.10 70 50.40 38.38 60 58.80 50 7058 40 88.19 30 117.59 20 17839 90 - 80 - 70 - 50.63 60 25.61 90 3023 40 38.42 30 51.22 20 78.84 1x2 88 - SD - 70 - 60 - 88'OO 50 - 40 2839 30 37.88 20 58.78 80 - s - 70 - 63.00 88 - 50 - 40 - 30 2859 20 39.88 SPAN ( TRIBUTARY 1 1 T TUBE S SPAN ( TRIBUTARY D DESIGN 90 7 719..881 9 90 - - 80 8 89.79 8 80 - - 70 1 102.61 7 70 - - 3828 6 60 1 119.71 7 7425 8 88 - - 50.63 50 1 143.66 5 50 132,57 50 2 27.84 40 1 179.57 4 40 3 34.81 30 2 239.43 3 30 4 48.41 20 3 359.14 2 20 6 69.61 90 4 4595 8 88 - - 80 5 51.59 8 80 - 70 77.40 � 70 5 58.96 I 7 7- 50.63 8 88 8 88.79 8 81.00 6 60 - - 88 8 82.55 5 50 - - 40 1 103.19 4 40 - - 30 1 137.5832,05 30 4588 20 2 20838 2 TUBE S SPAN ( TRIBUTARY 1 1 T TUBE S SPAN ( TRIBUTARY D DESIGN 90 7 719..881 9 90 - - 80 8 89.79 8 80 - - 70 1 102.61 7 70 - - 3828 6 60 1 119.71 7 7425 8 88 - - 50.63 50 1 143.66 5 50 132,57 50 2 27.84 40 1 179.57 4 40 3 34.81 30 2 239.43 3 30 4 48.41 20 3 359.14 2 20 6 69.61 90 4 4595 8 88 - - 80 5 51.59 8 80 - 70 77.40 � 70 5 58.96 I 7 7- 50.63 8 88 8 88.79 8 81.00 6 60 - - 88 8 82.55 5 50 - - 40 1 103.19 4 40 - - 30 1 137.5832,05 30 4588 20 2 20838 2 1 x 3 9 20 48.08 1 x 3 9 1x4 90 3 36.06 1 47.57 99 - - 8840.56 8 80 5351 80 - - 80 - 70 4 4828 7 70 61.16 70 - - 70 - 60 5 54.88 6 6 71.35 60 - - 88 58.00 5 50 6 6490 9 50 98.88 6 60 - - 513 5D - 4D 8 81.13 - 40 107.03 - - 40 - 30 1 108.17 3 30 142.70 30 - - 30 3228 20 1 16228 2 20 214.05 20 3 32.21 20 48.44 90 2 25.32 90 33.13 80 2 2&49 80 3727 70 3 3256 70 42.59 63.00 6 60 3 37.99 60 49.69 50 4 45.58 50 59.63 40 5 58.98 40 74.54 30 7 75.97 30 99.38 20 1 11398 20 14897 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY MTH TO DETERMINE DESIGN PRESSURES. TUBE SPAN TRIBUTARY 11W111 PRIME . • URE TUBE 5PA'1 1WIBU�TFARY (01] DES= foil 90 73.65 90 - 80 82.88 80 25.74 70 94.69 70 29.42 60 110.47 81.00 60 34.32 50.63 50 132,57 50 41.18 40 165.71 40 51.48 30 220.95 30 68.64 20 331.42 20102.95 90 88.20 90 - 80 67.73 80 - 70 77.40 70 - 58.00 80 9020 96.00 88 - 50 10828 2750 59 40 135.45 40 34.49 30 180.61 30 4588 20 270.91 20 88.97 1 X 4 1x4 90 47.57 90 - 80 5351 80 - 70 61.16 70 - 6 71.35 88 - 8300 50 8592 513 5D - 40 107.03 40 - 30 142.70 30 3228 20 214.05 20 48.44 90 33.13 80 3727 70 42.59 74.25 60 49.69 50 59.63 40 74.54 30 99.38 20 14897 TRIBUTARY 99D01=,.91. 2 EQWEELMIALICSI TRIBUTARY 911301= 9i. 2 SIMMUALLIZI PRODUCT REVISED rnmptyla9 with Oa Fteetda NoldlseCods Mexpmena Me -0 ., PtedtatCaddral FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufachning, Mc. 1745 M. 33rd Place { h, Fbrlda 33012 Ph: (0364 -9952 F'ma 305 5118 O Drawn RF Data 9 -30 -05 scaly NTS Rade= DRAWING NO. SW -01 -07 SHEET 2 OF 7 • • • TUBE SPAN VARY (080 PR IN 11510 SPAN TRIBUTARY aN1 DESIGN P 90 95.30 107.49 60 90 33.39 80 80 120.93 80 80 37.56 70 70 139.20 70 70 42.93 83.00 69 60 181.23 108.00 84.69 60 50.09 50.63 171.55 50 198.48 50 60.10 40 40 241.85 40 40 75.13 30 30 322.47 30 30 100.17 20 20 48330 20 20 150.28 9O 90 67.69 90 90 - 69 8 98.85 69 BO 25.15 70 70 112.97 70 70 28.78 74.25 5b 69 60 131.79 12090 96.00 60 33.55 123.50 50 50 158.15 50 4026 40 40 197.69 40 40 50.33 30 .30 283.59 30 30 67.11 20 20 395.38 20 100.69 2X4 2X4 5381 90 69.42 90 90 - s0 60.31 80 78.10 - 69 - 68.92 70 89.26 -84.130 60 70 - 32.56 60 104.13 96.49 60 - 39.08 69'69 50 124.98 120.62 169.00 50 2828 48.85 40 156.20 40 35.35 65.13 30 208.27 241.24 30 47.13 20 312.40 41.04 20 70.70 - 90 4825 46.17 90 - - s 54.39 52.77 so - - 70 62.16 61.57 70 - 27.36 7425 69 7252 7358 120.00 69 _ 32.84 5D 87.02 9225 50 - 41.04 40 108.78 123.13 40 25.77 54.73 30 145.04 184.70 30 34.38 82.09 20 217.58 20 5154 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES oF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. TUBE S PAR TRIBUTARY WE DEM374 PREURE TUBE SPAN TRIBUTARY 1N1 DERGN PRICK 90 95.30 60 32.43 80 10722 80 36.48 70 122.53 70 41.70 83.00 69 142.98 108.00 80 48.84 50 171.55 SO 69.37 40 214.43 40 72.97 30 285.91 30 9729 20 428.87 20 145.93 9O 68.61 90 2627 69 77.19 69 2955 70 68.21 70 33.77 74.25 60 10292 12090 60 39.40 50 123.50 50 47.28 40 154281 40 59.10 30 205.83 30 78.69 20 308.75 20 118.21 2X8 90 5381 2X8 90 - s0 60.31 80 - 70 68.92 13200 70 -84.130 60 80.41 60 32.56 80 96.49 50 39.08 40 120.62 40 48.85 3016992 30 65.13 20 241.24 20 90 41.04 90 - 80 46.17 80 - 70 52.77 70 - 60 61.57 60 27.36 96.00 50 7358 144.00 50 32.84 40 9225 40 41.04 30 123.13 30 54.73 20 184.70 20 82.09 TRIBUTARY WIDTH= 2 TRIBUTARY WIDTH= WI + 82 2 71,1,7/ FRANCISCO HERNANDEZ FLORIDA PE # 513133 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Race 10a5eu14 Flanda 33012 Pt 364 -8052 Fax(305)828-51 18 0 6ma sy RF Dee: 9 -30 -05 sealx NTS Revision; Re•aba: 0RAY043 NO. SW -01 -07 SHEET 3 OF 7 • • • ANCHOR TYPE S A N V P R I G N U S E ANC41211 SPAN TRIBUTARY TN? DES121 (Bi) 85 64.98 43 66.61 60 92.05 40 71.81 38.38 74.00 40 138.07 30 05.48 48 174.48 20 276.14 20 14322 65 64.42 39 64.70 50 83.74 84.00 30 84.11 5013 30 13917 20 126.17 120.00 20 209.35 34 84.94 A & D A 3c D 88.32 57 85.24 30 73.60 snap 117.76 50 74.37 10313 20 110.40 176.84 57'00 30 123.98 134.58 30 65.42 41.17 20 185.94 108,00 25 78.51 45.88 MC e E 52 84.10 20 98.13 6927 40 84,11 64.23 70 84.11 63.00 132.00 40 80.29 30 112.15 50 117.76 30 107.05 20 169.23 33 178.42 NOTE: INTERPOIATE FOR INIERYEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERIANE DESIGN PRESSURES. WPE sa1 +' PRFUNEIN ' SPAN ny H VIM 85 98.52 85 46.18 70 119.83 70 58.08 50.63�139/7 108.00 50 78.51 48 174.48 40 98.13 85 87.50 22 178.42 70 106.25 85 41.56 57.00 B0 123.96 70 50.47 50 148.75 120.00 50 70.68 42 177.08 40 88.32 85 79.17 30 117.76 85 10313 20 176.84 63.00 50 134.58 78 41.17 B,C&E 38 177.88 70 45.88 MC e E 85 6927 50 64.23 70 84.11 132.00 40 80.29 72.00 50 117.76 30 107.05 33 178.42 20 160.58 85 59.37 73 40.33 70 72.10 80 49.07 84.00 50 100.94 50 58.88 29 174.03 144.00 40 73.60 85 51.95 30 98.13 70 63.09 20 147.20 8688 50 88.32 40 110.40 25 176.84 TRIBUTARY WIDTH J!"] * W2 2 TRIBUTARY WIDTH= WI 2 PRODUCT REVISED es aroma with the nails !bitting Ceshr Amps= Fla Date 2 Sunshine Windows klanufactudng, Inc. 1745 W. 33rd Place 105eah. Florida 13O12 Ful 05)828 -5118 RF Date : 9 -30 -05 same NTS ReNNac Revtelma_ OSEW8NO N0. SW -01 -07 SHEET 4 OF 7 • • • 2" x 2° x l/8' ALUM. ANGLE 14 S.M.S. (2) EA. ANGLE ANCHOR TYPE "A" ANCHOR TYPE "B" 1" BY OR 2' BY NOD ,. 1' BY OR 2° BY WOOD BY OTHERS K. /8 d BY OTHERS AU 1° X 3' ALUM. TUBE 2 XtX 6' 22U5/ /(NOLONG #14 S.M.S. (2) EA ANGLE 1 °X3 ", 1'X 4't 2`X4'OR2'X6 ALUM. TUBE # 14 S.M.S. 1 1/2 MIN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 11/4` MN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE • 11'R INt2'BYWOOD MULLION I/2 2° X 2' X 1X ALUM. ANGLE 2 5/8" LOTS FOR 3' MULLON 3 5/8' LONG FOR 4' MILLION 5 we LONG FOR 8" MULLION (2) A G ) u ANG E ANCHOR TYPE "C" 2• X 2' X 1/8° ALA ANGLE #14 S.Y.S. (3) EA. ANGLE 1' BY OR 2' BY WOOD BY OTHERS 4 1 "X4 °, X4' OR NT X 8' ALUM. TUBE # 14 S.M.S. 1 1/2' DON. EMBEDMENT INTO WOOD OR I/4" TAPCONS 1 I/4• MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE # 14 S.Y.S. 1 1/2° MN. EMBEDMENT INTO WOOD OR I/4" TAPCONS 1 1/4' MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE (2) S.M.S. NGLE ALUM. ANGLE 1/4' TAPCONS 2' MN. EMBEDMENT INTO CONCRETE 1/2° NOTE: 1- MULLION CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MUWDNS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIENED BY BUILDING OFFICIAL NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SILL 2° X 2° x 1 8" ALUM. ANGLE 3 5/8� FOR 4" MULLION 5 5/8' LONG FOR 8' MULLION (3) EA. ANGLE 1 4' TAPCOIS 1 1 /4" NBA. ia��11ENf NTO CCOONCRETE, (2) PER ANGLE # 14 S.M. 1 l/2' MN. EMBEDMENT "' INTO WOOD OR 1/4' TAPCONS 1 1/4° MN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 1/2' 1/4' TAPCONS 1 1/4' MIN. EMBEDN1E41 INTO CONCRETE, (2) PER ANGLE 2228DUCT REVISED onamldgNBs with McMaids CmPm a' %�i /i.. /. _ ' j ! -!y F21Ng51 O HERNANDEZ FLORIDA FE / 61393 • • • ANCHOR TYPE "A" 4 Y BY WOOD ALUM. V CUP rx2OR I'N2' ALUM. TUBE 4 4 4 , ALUM. V CUP 1 5/8' LOG FOR 2' MULUON 2 5/8' LONG FOR 3° MULLION -JJ MULUON I I 4 ANCHOR TYPE "B" ANCHOR TYPE "C" I' BY OR 2' BY WOOD 1' BY OR 2' BY WOO 4 BY OTHERS 4 BY OTHERS ALUM. V CLIP 4 4 1' X 3' , 1' X 4° 2'X4'OR2'X8' ALUM. TUBE # 14 S.M.S. 1 1/4' MN. EMBEDMENT Km WOOD ° TAPCONS 1 1' MIN. EMBEDMENT OR (1) PE LEG 1' BY OR 2' BY WOOD BY OTHERS #'14 S.M.S. 1 1/4° MN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS I 1/4' MN. EM EDMENT DRO CONCRETE, (I) PER LEG ALUM. CUP 1/4' TAPCONS 2' MN. EMBEDMENT INTO CONCRETE 25�/V CUP 8'LOGFOR3'MULLION 3 5/8' LONG FOR 4' MULLION 5 5/8' LONG FOR 6' MULUON AWM. CUP 4 4 I'4',2'x4° OR X2° x TUBE 14 S.MS. 1 1/4' MN. EMBEDMENT INTO WOOD OR 14' TAPCONS I EMBEDMENT INTO CONCRETE. (2) PER LEG I' BY OR 2' BY WOOD BY OTHERS a d' 4 E � N • ALUMINUM V CUP 3 5/8' LONG FOR 4' MULLION 5 5/8' LONG FOR 8' MULLON 114 SM.S 1 1/4' MN. EMBEDMENT INTO WOOD OR 1/4° TAPCONS 1 1/4' MN. EMBEDMENT INTO CONCRETE. (2) PER LEG NOTE: 1— MULUON CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL. OR HORIZONTAL MULLIONS. 2— WOOD BIXK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE ** PROVIDE 2 1/2° MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SIQ° 1/4° TAPCONS 1 1/4' MN. EMBEDMENT INTO CONCRETE. (2) PER LEG e 4 'e 1/4' TAPCONS 1 1/4' MN. EMBEDMENT INTO CONCRETE (2) PER LEG Sunshine Windows Manufacturing, Inc. Hank Rota 33012 1745 W. )33rd Pam F )�-g 18 Oman RF Data 9 -30 -05 sama 1/2 ° =1° lisaam DRAWING Na SW -01 -07 SHEET 6 OF 7 PRODUCT REVD asamaplyiagvalthlbeFitdMA AaaaPIDaaaNa e.'" #f � • I • I, se= Peednncert 4 D ARM. 711 . „gar .° 4- FRANCISCO HERNANDEZ FLORIDA PE 1 51383 Sunshine Windows Manufacturing, Inc. Hank Rota 33012 1745 W. )33rd Pam F )�-g 18 Oman RF Data 9 -30 -05 sama 1/2 ° =1° lisaam DRAWING Na SW -01 -07 SHEET 6 OF 7 • • • SECTION A -A ALUMINUM "U" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDE TUBES Sunshine Windows Manufacturing, Inc. 1748 W. d PNea 1 h (305 �z F" 305 33 5118 0 Drina, Br RF Date: 9-30-05 Settle: 1 /2° =1 ° Retletare Reedslore DRAWING 1 PAN —07 SHEET 7 OF 7 PRODUCEDEVes5D es coserbilog with Os KW& Daktm Code ., ,.. Ems_ G+.1ti4= 2012 sy _ /L. :, : A9 • ":1acd�f, ,., DI 'no- 0 i rIAI / —,!3 0'4" FRANCISCO HERNANDEZ FLORA PE d 51393 Sunshine Windows Manufacturing, Inc. 1748 W. d PNea 1 h (305 �z F" 305 33 5118 0 Drina, Br RF Date: 9-30-05 Settle: 1 /2° =1 ° Retletare Reedslore DRAWING 1 PAN —07 SHEET 7 OF 7