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53 NE 101 St (17)MIAMI SHORES VILLAGE BUILDING DEPARTMENT kf \' 305- 795 -2204 Building Inspection Request Date 1- 1'I/ ( 7 1 Type Insp'n t;it a 40 ,,k ' i of, .. /o Permit No. ' 0 ` ` / ( 0 Name (v E /0/ Compan Inspection Date Correction Re- Insp'n Fee Phone # �s 3 V- - ao MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 i\r6)) Butldi g Inspection Request Date (4P Type Insp'n ( L)L4 t 1-4 "O ` Permit No. /84 0 T — /CO PO Name i � / �`l / �� Address N `� ` 0 r Company eb i 2x1 Phone # as 4-d-0 Inspection Date Correction si7f Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /28/2004 Applicant: JORGE Owner: RIVAS JOB ADDRESS: 53 Parcel # 1132060131530 NE 101 Building Permit Permit Number: BP2004 -1670 RIVAS JORGE ST Contractor COCONUT GROVE GLASS AND MIRROR COitractor's Address: 4256 N. W. 37 AVE. Local Phone: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 18 & E1/2 LOT 17 BLK 11 LOT SIZE Fees: Description Amount FEE2004 -13182 Building Fee $190.00 FEE2004 -13183 CCF $6.60 FEE2004 -13184 Training and Education Fee $2.20 FEE2004 -13185 Technology Fee $4.75 FEE2004 -13186 Scanning Fee $30.00 Total Fees: $233.55 Total Fees: $233.55 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/20/2005 Construction Value: $11,000.00 Work: 6 IMPACT WINDOWS AND 3 FRENCH DOORS � 4.30. ' Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing fe9e- /'! v,4 S Owner's Address .53 M, /e 57 ' < City -- k7/477/ ' £444 ps State Zip Owner's Name (Fee Simple Titleholder) Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Qualifier 3 - //tiAti 3 6eti Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Q-\ 5 Submittal Fee $r�pe� Permit Fee $ , X90 Notary $ � Training/Education Fee 5 pi go Scanning $ 3 Q ^ Radon $ ^ Zoning Code Enforcement $ ~— Structural Plan Review. $ Permit No. ? — 100 Master Permit No. • 5 - 3 /1/e 49/ S7 t2,iO. / County Miami -Dade Zip .'J 3 /d I Is Building Historically Designated YES NO V Contractor's Company Name aG4KA G!/- P‘44 Phone # Contractor's Address yL >t ld ," 3 / e/t'/ e-- ( City � � 7,•• ,/ State /— Zip 3 //e/ 2. t ! / ) //, 1 // /7el - 2!/4 Zd State Certificate or Registration No. Certificate of Competency No. / 7 2C 7 Architect/En Name (if applicable) !& j 40./6 ; S -r' Phone # (?O/)d a 3 �✓ 6P 7J'.rd ,f/. co / t46Sf�trc 7 " ie $ Value of Work For this Permit /// OD 0 Square Footage Of Work: Type of Work: ❑Addition %Alteration ❑New ❑ Repair/Replace Describe Work: 6 -- / NIA a to,/./%0ou> D N / xrj l ODD ti /Q>71 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical Roofing Phone # (3 7 t) Se3 - 5 1 0 00 CCF $ 33/. (I Technology Fee $ Bond $ EC(E 2 2094 Ide {d0 O C '-y, ❑ Demolition Co /CC 7s Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of / posted notice, the inspection will not be approved an reinspection fee will be charged. The da Signature NOTARY Sign: Print: regoing APPLICATION APPROVED BY: Chc 05/13/03 Owner or Agent �.r ent was acknowledged before me dug7'SO NOV , by c°_ /t/!/4 C Signature day *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** oing in The • e: Ale NOTARY PUBLIC:— Sign: Print: ent was ackno ylg.ged before me , 20 a I , by 0!�/! !�/egei e G�f�� Contractor who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. eiv Commission;Expires: �•• Gloria Coto My Comm iss�on.__ fires: My Commission Expires: y ;`o~ ..G - Commission # DD 030973 Y p r a Gloria Coto * * ** * * * * * * * * * * * * * ** *,� e g dyt ,� +l $ is� ®81f�3i# ®30973 = -' ��' Q- Fxphes July 5 ��l�fl► /� 12 Ca, 200 Ins, ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,DEC 2 3 NA Plans Examiner Engineer Zoning • . NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 13 PERMIT NO. 0 9 /Q 1 // , 'AX FOLIO NO. ,0C1 1(30 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: s 3 it.. /o / S7*ee'r ' 7? £4c -ear , J./3 r,v.pvws 4 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 410 co00' p� iginal filed In thi d and Of %6t!`LO -- `pC Nj �. CLERY� 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from co t F 14 DA, COUNTY OF DADE Name and address: . • EBY CERTIFY that this is a ' oPy of the Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by 0 provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different teys Specified) Tint Ow 40# signature o wner - s Name N7 / ' v.01 %day o 'orn to and subscribed before me thi -(1),144/( . r ry Pub ■�� Votary's Name lU/(4 eC7 remission expires: AGE 4 8/02 r ►v , om notices or other documents may be served as Prepared by 20d; Address: X0* Gloria Coto �i = �Pires July 12, 2005 M3fiding Co.,, Inc. 111111111111 CFN 2004-F:1147267 OR Lk 22931 P9 0967; (tae} RECORDED; 12/22/2004 13:32.25 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Cl6e.t¢ (,LG t,t6 ` (/wd.7 e . 8- 16 -02; 6:28PM ;1 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami.Dade'County) reserve the -.•ight 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 raduct is approved pproved as•described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami-Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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. DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by A the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its.entirety. .INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by T # 2/ 6 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 / \ 1 \ \ / / / /• 2 POINT LOCK OPTION \ \ \ \ \ 1 ,-' \ / N. 95.750 7 1/2" \\ 37.500 mcax. 2 POINT \ LOCK OPTION F� 13" MAX. ON CENTER TYP. HEAD & SILL SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2 -- 95.750 t,DtiC 7 1/2" --I i 1 3" MAX. ON CENTER TYP. HEAD & SILL G 71.750 M4X. Robert L Clark, P.E. P.E. #39712 Structural Material: Drown Sy: 7 1/2" Revsd Syr to 0.8. 1 /t 7 /00 D.8. LARGE MISSLE • IMPACT DOORS 1.) GLAZING: .401/464 LAMINATED W / /NTEERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X. XX 7 1/2" 3.) DESIGN PRESSURE RATING: 3a) .464 LAM.: +75 P.S.F. —75 P.S.F. 3b) .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: 5 1/2' MAX. 7 1 /2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2' FROM CORNERS (JAMB) 7 MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 13.5" Rev;s;onr D) added 2pt. lock info Chlcd Syr. • 135" 7YP. MAX. 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS Cote: f 2 /16/98 OrscripGan: PGT NO: 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL-224 1 7.} FOR LOCKING ASSEMBLY OP710N — SEE SHEET 3 OF 4 Tolervncea Uniraa Hart F,acton• ± t /tit Decimal .ao- s Decimal .,xv Series /Model• SWD -101 French Door — X, XX VENDOR NO: 1070 Technology C.. Nokomis, F7. 34275 Scala: 1x PRODUCT REVISED as complying with the Florida Bohan Code Acceptince No 02 -07 1 a Dam r O Dade Redact Control DirirlOs PRODUCT RENEWED) Accr_rueicxtla, al--G {tZ,a . I:xpIltartON OATF rI0 t ZZ ?m6 plic XxT C1)irraoL oS` WON 1LUZRDRK: coot. cOMPt,Jh NCE OFPICt Sheet: 1 or INDUSTRIES Orowing No. 971 Row: co c) 0 0) N co 95.750 93.625 ROUGH OPENING 1.272 C 4.000 1 SEE SHEET 3 FOR ANCHORS .250 — IN- - MAX. SHIM SPACE ROUGH OPENING 84 3/4" DAYLIGHT OPENING MAX. SHIM _250 SPACE i 1 1.479 VERTICAL SECTION INTERIOR 34.625 TYP. BOTH PANELS • ACTIVE PANEL 25" DAYLIGHT OPENING 71.750 EXTE INTERIOR IOR HORIZONTAL SECTION 1.750 INACTIVE PANEL — .250 MAX. SHIM SPACE ROUGH OPENING 1.480 PRODUCT REVISED isetiesplylug WA du Florida Balding Cade Acceptance Plo O Z-0701.1 2 Espixaddoa Dm It/ 2.Z /04 Q.Q U Dade Product Courtrai Midas PRODUCT RENEWED ACCEPT/44CE C> t— C34 t7. ��s1tAno.`I t)1lT NaSEM ell! 72) 200.6 .489 EXTERIOR 4.000 1.489 .250 t MAX. SHIM SPACE I 3.000 --- ROUGH OPENING / t G� } of Ra ri Clark, P.E. P.E. #39712. Structural Revisions: D) added 2 pt. lock info Material_ Revsd Data: 0.B. t 1/17/00 Drown By: 0.8. Chkd 8y. Dote: Dote: 2/1 Tokttrttes (Jnlns MA-It Far--66er f t/64 .02 Decinot .too k Mgaar: f r Series/Llodef: swD -1o1 Oescnption: French Door — Elevations . POT NO 1070 Technology Dr. Nokomis, Fi_ 34275 VENDOR NO: Scale: Sheet: 2of4 INDUSTRIES Orowing No. 971 t3Cft1D21IS C QO) fli h1'CE O1:110E Rev. 0 i 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. P. #39717 ttuctural AtaterioL Revsd By: "--) Robert L. Clark, ?dam r 8 e Revisionv 0) added 2 pt. lock info Data: 11/17/00 0.8. MAX .250 - -I AL4 . SHIM SPACE .401' LAM. W./MONSANTO SAFLEX PVT! TNTFRL4YER OR .401' LAM. W /DUPONT BUTAUTE INTF ?.LAYER SEE NOTE- 3 ON SHEET 1 DESTGN PRESSURE RATING: *60 czf. Chia/ By: Dote: Dote: 2/1 6/98 3.000 Tnfenmert Barri Mole Fixta= t 1/64 Decimal . W t ovocmol t Mgu1v: t 1' Series /Model SWD -101 Description: POI N0: VENOOR NO: .250 T. I MAX. SHIM SPACE 1 070 Technology Dr. Nokomis, R. 34275 Soak: Shoot: Jor .3.000 .464' LAID. W/MONSANTO SAfLEX PVIT 1NTERtArRR OR .464' LAM. }JDUp¢NT BUTALITE INTERI AYEF SEE JIOTE j ON SHEET j DESIGN PRESSURE RATING: 175 nsf. French Door — Exploded /Glazing PRODUCT REVISED az complying with the Florida Ac No 02-0?-0/-12 Espirattan Date 11 f Zz! as BY Product Control PRO RODUCT RENEWED ACCEPT/WCF 4 . °t —0411 0 1 -4 �x Art o.4UATE NovEudER2212ta(, is sk41 . \ . . j.. • PR OHOPCt a oticuarrstY witoo t E INDUSTRIES Drawing No. 971 ROY. 1/4 TAPCOPI TYP. HEAD /1 PANNEAD i TYP. JAMB TYP. SILL 2 r rm.= BUCK .313 MAX 112 FLAIHF.40 © TYP. HEAD TYP. JAMB -3,3 g/ 1 f;7°1 Robert L Clark, P.E. P.E. #39712 Structural ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 DOOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 DCOR W -STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 - GLAZING BEAD (ROLL FORM) 9 OUTSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 7WASHA 13 5/16x18 TRUSS NUT 7JNUTA 14 FRAME SCR. COVER CAP 41722W 15 :STRIKE PLATE 7955X 16 STRIKE PLATE INSERT 41721 17 10x3/4 SCR. FLT. HD. PHIL 71034A 18 HINGE ASS 19 10x.625 FLT. HO. PHIL 20 10x1 2 FLT. HD. PHIL 21 TCP BOTT. SUDE BOLT LOCK 22 6x1 2 FLT. HD. PHIL. 23 8x1 1 2 SCR. PN HD. QUAD. 24 . SEA .M SEALER 25 LOCK SUPPORT ASS 26 6x314 FLT. HD_ PHIL 27 _200 x .190 QLON 28 .375 x _190 +1 LON 29 3 POINT LOCK ASS Y. 30 LOCK ( ACTIVE1 31 LCCK DUMM 32 DEAD -BOLT LOCK 33 _4+71 LAM_ W /MONSANTO 34 SILICONE 35 j12 Ph. Pn. SMS 36 1/4" TAPCON 37 .401 LAM. W /DUPONT 338 454 LAM. W DUPONT 39 .464 LAM. W /MONSANTO 40. 2 POINT LOCK ASSY. 41 18 x .75 Ph. Fl. Tek &Meionr_ D) added 2 pt. lock info Material: Raved By: Dote: D.B. : 1/17/00 Drawn D. 8. Chkd By: Dote: Dote: 2/16/98 V.T. 60375 60376 60377 QTY. /DESCRIPTION ALUMAX 67924G 8 (2/each door top & bot. mill SCHLEGEL CORP. F57924 - 167 60379 60380 60411 65170 61069M 16TRODA 6037.8M 4 1 /door fop & bot. roily FASTEC INDUSTRIAL 8 2 /ea. door top & bot. roil) ALUMAX 8 2 /ea. door top & bot. rail 8 2 /ea. door toe_ & bot. rail} FASTEC INDUSTRIAL N CO CAMCORP PGT INDUSTRIES 41721 MERCHANTS FASTENER NATIONWIDE IND_ MERCHANTS FASTENER 7FRMOW 6 (3 frame jambs) 71058FP 26 6 /hinge - hinge- door jamb 710X 12PPW 30 5 hin• a dchin • e -frame 'amb 41720 2 1 top bot. of l.l,. astraRal 7612F►'fr 4 2 slide bolt locks 78112A 12 6 head & sill 6SM55W 4UBLOK 3 1 lock 7634F 6 2 /lock support ossy. ) 6Q200K 5 1 /astragals, fr. jambs 60300W 4 1 astral. als & frame FD3PTAY 1 ®r_h_ astragal 7LOKAP 1 • r.h. astragal 7LOKIP 1 7BLITP 62899C 7834FPT Takmnce. Untesr Note± Frac6onrc t 1/64 Cle ircf .CYk 0e no1:000 t )(,_: f 7 Series /Noce!: SWD -101 Description: French Door PGT NO: • r_h_ astragal ® r.h_ astragal (® r.h. astragal) PRODUCT hEVtSED comp1ytag with the Florida Raiding Code Acceptance No 02-0 . 4.01. L 2 Expiration Irate 11 2 2 BY Dade Prodact Ccatral Dtrldoa VENDOR NO: ALUMAX ALUMAX ALUMAX AF -10379 ALUMAX AF -10380 ALUMAX FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL PGT INDUSTRIES MERCHANTS FASTENER PGT INDUSTRIES 41720 MERC1 -IANTS FASTENER FASTEC INDUS t KIAL SCHN'E MOR PGT INDUSTRIES FASTEC INDUSTRIAL & head) SCHLEGEL CORP. Q200X190 ambs • SCHLEGEL CORP. 375x190 PGT INDUS 1 KIES FD3PTAY 1070 Technology Dr. Nokomis, F!. 34275 Scale: HARLOC HARLOC 880 I -ARLOC 820 H.P.G. DOW CORNING H.P.G. H. P.G. H.P.C. Sheet: Drawing No. VENDOR PGT INDUSTRIES SPENCER PROOUC: I S 4ar4* 971 VENDOR t AF I GO 7 AF -10376 AF- 1037T AF-12376 AF -12375 AF -10378 41722W 4UBLOK 100 899 r1 DUCT RENt:WE D . 1— � t •-t t d t E.:m rr.no/4 flAfl NcwEr-t5eX.:2Zi 2eaL IJy A 5t,.-- t - 4 . � PctOt .iy Dt L'.It:�D►.}a vLt fa ti },4 g7 r , FGT INDUSTRIES — Anchorage /B. 0. M_ 0 rn 0 N rn M Imo; DADS BUT.I.D I1I G CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE SNOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade Comity 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: 1"x Std. Wal- Aluminum Tube Clipped 1Vlnlllons APPROVAL DOCUMENT: Drawing No. 6620.1, titled " 1" SID. Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.B., dated 5/26/04, withrevision "A" on 5/3/04, 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 IVrssile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name orlogo, 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 alter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02. 0701.05 and, consists of this page 1. and evidence pages t.-1 and E -2, as well as approval document mentioned above. The submitted doc ti��, v; . i- a �y Theodore Berwan, P.E. MIAMI DADE COUNTY. FLORIDA METRO-DADS FLAGLBR BUILDING 140 WEST I!LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 NOA No 04- 0528.04 Expiration Date: June 28, 2006 Approval Date: duly 08, 2004 Page 1 W - W14-W2 (2) WINDOWS MULLED TOGETHER FOR OETER,MIA NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = 414CFKRS' TYPE T, OR Tr: &OPN Ei 1?S 1 NODE T. FOR ..WC.E OfRAGE TYPE, QUdNTfTY .4N0 LQGAT?QN REFER 70 SHEETS Z 3 AND 5 L 2. U17110045 MAY BE MULLED TOGETHEP. TO A MAX OF 7 UAtfJS .1 MUWONS ARE APPROVED FOR fMPAGT do Hi:MT— WAG? 4. Rb EMEP'CE TEST REPORT' FTL -29Q2, 290.3 ANO 2975 GLAZING' JJ[1LvCa Gi ZZIG PRCOLICT kti H - M-002 (7) w1NQOW MULLED 'ii /ONE ABOVE' FOR DETERMINING MAX ALLIJWA9LE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 WV OPENING = H OR 1111-H2 MULL LENGT -1 = W P� fr Robert L Clark,. P.E_ P E 4397t 2 Structural T INDUSTRIES WT�2� 11' : Writ2 H : HI-#017 (2) WIDOWS Mt 1JLLED VONE ABOVE FOR ?EiERMWWC MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5OF 5 I J1) MAX OPENING = H OR NZ +112 MULL LENGT 1 = W OR WI 4-W2 .412) MAX OPENING = W OR W1 1-W2 MULL LENGTH = HI TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F_K 5 /3fot Drava 1070 TE{.} SIXOCY LY54F ?.0. 50X 1529 h+OXOId.. FL J4275 tiCKDJrYS. Ft J4274. 4/28/oo ARRANGEMENT DETAIL s,ria/ko sec MULLS if W2 lip i! a W7fW2#W3 H - Htttcz MULTIPLE WINDOWS MULLET? W /ONE ABOVE FOR £?ETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES QN PAGE SDF5 M3) M4X OPENING = H OR HI 4412 MULL LENGTH = W OR W1 +W2 +4W3 M4) .41AX OPENING = WJ + W2 OR W2+: MULL LOGIN = 111 1" STD. WALL MULLION A — A619 NOTATION NTS STt 1 a i@3 raooucri .41 aryitiorrilih the Mei& s ttpiritib. why Ka 662C-1 7YPICAL MAW TO IVULLION 1 TAZLA N ?W ' A ' IMPORTANT_ OUAN7TTY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. .FOR CORRECT QUANTITY OF ANCHORS PL.ASE REFER ?V CHARTS ANO ENO THE CORRECT MULL S1ZF AND PRESSURE REQ'0 FOR YOUR SPECJFfC APPLICA7J0N. . NOTE: 1_ FOR I.ItitL SIZE ANO QUANJ37Y OF ANCHORS -REQUIRED SEE SHEET 5. FOR ANCHOR LOCATMS SEE SHEET J. QUANTITY OF ANCHORS FOR MULL -TO -CUP IS THE SAME AS IHE QUANTJTY OF ANCHORS FROM CLIP-TO-OPENING. 2. ftti -LHE NCE TEST REPORT FTL -2902. 2903 AND 2975 12 4ffrt. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "8", • s - Sr s n i � casrrr sus WT e E XITH EACH MEV SFE ,Wt .0 112 WOO SCREW (I35j) fait PV Witt - WOO AL L F SrENE�4 KIST WE wwrr eO ER. SEE NOM IT PFLOWILTUMZI - amilyieirsillb Mc* Wain Cris 1 1 Acceslme R.OA-{354 .p4 abut L. Clark. PE D.& Prided 02arcl PE 34712 OFrfsfm Structural INDUSTRIES f0.70 TEc. CEOM( AqIIE 1411KONA'S. 1?. 34275 Prawn r 2- OR Read e): A rsg F.X. 5/3/0 TYPICAL MULASON TO STRk1CTURE WITH WOOD RICK REMOVED FROM CONC. TYPE £' P.JP, 1E2 Fit SALA STAOCS a!i OPPOSITE SCES (97 AS Mcr Ta OVERFIRE RPM 1.4:7/ IITX65 .SEE MOM # 1 JAL[ LIP l' (24e ) ' ' ' 1yMt if periErmati INTO - OGACRE1E OR 91,DCX '- s � ' • _ Th S7 xs _ srat�cru� � • - - - - IRISr OE ace COUNTY APpRa+EA SEE AXE J TYPICAL MULLION TO STRUCTURE WtTfj' YJOOO BUCK ANU COW.' TYPE `0" TO BE USED ONLY WITH PGT INDUSTRIES PROOLICTS Med 6lO Eirt4 4/28/00 Soniai/ltoc+ef P.O. 90X 1329 Na au►% a 3427- MULLS SFACCEREO OPPOSIIE SEWS IW AS NOT TO dIVIERFWE EACH' R) SEE WOE f1 ia& o s• 7APCCIt ?.PO iz +) aLOCK SVIDCTORE ,tti. FourzwEgs WISE DE IItOE COUNTY - APPRarlO. SEE hKITE /1 •: .f �T • A — ACO NOTATION CLIP & INSTALLATION DERAIL r;o 1" STD. WALL MULLION sn.or. Sc�c HITS 20x5 Cr min,T P- 6620-2 IMPORTANT: OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND TINE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECWF7C APPLICATION. CLIP LENGTH CHART FOR Ix MULL MULL SIZE I x 2 x l I x 4 x 'A' Ifh 1 " MULL CL! TWO (2) ANCHOR LOCATIONS ExrrRus z Mc 1 1 IAODUCTRIMIS D culthblie will �i� trrF�rili csil. 2 , rivaled Corraci 1 MALL CLLR F9L'R L4) ANCHOR _LOCA77011f5 txrxus/off BWG # t099 Robert L. C7ark,P.E. � . REFERENCE TEST 1?EPOi4T rFt- 2902, 2903 AND 2975 PE 939712 Smxiurai T NDUSTRIES 207 TtCHNO4051 Ofi34E P.Q. BOX ;529 R311'0 FL 34275 M RX}fas, FL 34274 siess ilkda Was s 4 MIN. FROM END (TYP) " MULL CLIP itirAss REMOVED ?WO (2) ANCHOR LOCATIONS C(TRUSIO 4 DWG J lag " MULL CLIP VI/TABS REMOVED FOUR (4) ANCHOR LOCATIONS E7ffRint ll DING ♦ 1099 TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS Ressd 6 ) 1 T FM*: Vad dy Oalr _ °.raiskv9 FX. 51VO A AODtOl',4301M aF R.I.P 4 /28/030 VGnnfptimc 'I " MULLION CLIP ANCHOR L OCA TIO'/ STD. WALL MULLION s NTS Shrst I 3 ce 5 MIN. — ROM END { YP) dag ti62 9 4 ritauecritirriscr Bolan Cole a �. e Wile ?MAUS f.Nt bra. NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2373 1 x STD. WALL MULLS MAT'L: 6053-T6 p 0 Rob rtF..Clark. ?E. PE$34712 Stavct4ral ��- T INDUSTRIES IES TO BE USED ONLY WITH PGT WDUSTRJES PRODUCTS Xmas! . oa o0. at i a lam.: F.x. 5/3/+14 P.J_ 4/28 Gescri;cdarr PROFILES Ti tfr 1.97L TCJ:Y {GOY LARt1'r P.J. Eaf 3529 rIClIVWS, R 34271 fiCFCGVrd, FE 34274 1 " STD. WALL MULLION MULLS (TYP) — ADO HOTADON scws: st orc2ri, M M NTS � 4 .45 6620 -4 A 1 J lx2x.125 1 2 Anchors 1 50 60 70 42 129 115 107 48 50.625 70 54 57 60 41 63 66 84 90 96 108 111' 1441 83 35 30 72 23 76 20 73 67 61 49 35 26 20 17 78 18 15 55 31 27 23 15 OPENING WIDTH IN INCHES 80 90 1V) 110 120 130 160 104 103 10:: 103 103 103 103 63 52 41 29 24 17 16 21 1 19 18 MN 61 61 50 49 39 38 27 26 23 22 61 49 38 25 21 16 61 49 38 25 20 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIIJTH. F )R MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT :4 TAME. SEE SHEET 3. REFERENCE TEST REPORT FTL. -2902, 290 AND 2975 61 49 38 25 20 17 61 49 38 25 20 17 Robert L. Clark. PE PE f4712 Structural 1NDUSTRIFtS liocr Vertical Mull k_Operring.4 Width MVP t.engfh Horizontal Mull Opening 'ridfft ` Li Mtdi Length Multiple Mulled Units Length 1 Opening Width TO BE USED ONLY W TH PGT INDUSTRIES PRODUCTS ► ,tea ee vats: Tahai By: �° cc ;ant: F.K. 5/3Ar4 1 EA — A00 7JDTA17 W Q.J.P. 4/28/00 PRESSURE CHARTS TILNK I " STD. WALL MULLION r070 i ECIONEr r O, WIC r52s t"y'� 1 `, K Mee: Ram No. Ft 34275 fJCfrd4aS. a 34274 HULLS }V TS 5 of 5 as err Wog lift tie Thrill Bviast 6620 ffen ix4x..126 4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 1 0 LEI x z 42 170 170 170 170 170 174 170 170 170 170 48 170 170 170 170 170 170 170 170 170 . 170 50.625. 170 170 170 170 170 170 170 170 170 170 54 170 170 170 170 162 158 157 157 157 157 60 170 170 157 1 143 .134 127 124 122 122 122 63 170 160 141 128 119 112 108 106 106 106 170 145 127 115 106 100 96 93 92 92 142 120 105 95 87 81 77 74 72 71 120 102 90 81 74 69 1 65 63 61 59 ' 111 94 63 1 74 68 63 60 57 55 . 53 88 75 65 59 53 49 , 46 44 42 40 72 60 53 47 43 39 35 33 31 59 54 43 _ 38 35 j 32 30 28 27 24 41 35 30 27 24 22 20 19 18 16 38 32 28 24 22 2.0 19' 17 1.6 17 - - - - - - - i lx2x.125 1 2 Anchors 1 50 60 70 42 129 115 107 48 50.625 70 54 57 60 41 63 66 84 90 96 108 111' 1441 83 35 30 72 23 76 20 73 67 61 49 35 26 20 17 78 18 15 55 31 27 23 15 OPENING WIDTH IN INCHES 80 90 1V) 110 120 130 160 104 103 10:: 103 103 103 103 63 52 41 29 24 17 16 21 1 19 18 MN 61 61 50 49 39 38 27 26 23 22 61 49 38 25 21 16 61 49 38 25 20 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIIJTH. F )R MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT :4 TAME. SEE SHEET 3. REFERENCE TEST REPORT FTL. -2902, 290 AND 2975 61 49 38 25 20 17 61 49 38 25 20 17 Robert L. Clark. PE PE f4712 Structural 1NDUSTRIFtS liocr Vertical Mull k_Operring.4 Width MVP t.engfh Horizontal Mull Opening 'ridfft ` Li Mtdi Length Multiple Mulled Units Length 1 Opening Width TO BE USED ONLY W TH PGT INDUSTRIES PRODUCTS ► ,tea ee vats: Tahai By: �° cc ;ant: F.K. 5/3Ar4 1 EA — A00 7JDTA17 W Q.J.P. 4/28/00 PRESSURE CHARTS TILNK I " STD. WALL MULLION r070 i ECIONEr r O, WIC r52s t"y'� 1 `, K Mee: Ram No. Ft 34275 fJCfrd4aS. a 34274 HULLS }V TS 5 of 5 as err Wog lift tie Thrill Bviast 6620 ffen BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O, Box 1529 Nokomis, FL 34274 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 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 Dada 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 ur 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 Hurricaue Zone of the Florida Building Code. DESCRIPTION: Series `ASH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, 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 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 tnalrrials, 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 he available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page l COMPARATIVE GLASS TYPE: k 5/16" 8. 5/16° C. 13/16° D. 13/16" ANALYSIS TABLE: LAMINATED (1/8"A,_090,1/8"A) FTL -1889 LAMINATED (118"HS,.090,1/8"HS) FTL -1885 I.G., 118 1EI5, 3/8° SPACE, 5/16" IAN (1/8 "A,_090,1 /8"HS) FTL-3739 I.G., 118 "HS, 3/8" SPACE, 5/16 LAMI (1/8"HS,_090,118°HS) - FTL -3739 WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 26.500 A 66.7 - 80.0 66.7 -80.0 66.7 - 80.0 66.7 -80.0 D,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 . -80.0 66.7 , -80.0 37.000 A 66.7 - 80.0 66.7 -80.0 66.7 -69.6 57.2 -572 B,D 66.7 -80.0 66.7 - 80.0 66.7 - 80.0 66.7 -80.0 C 66.7 - 80.0 66.7 - 80.0 68.7 - 80.0 66.7 -76.1 53.125 4 66.7 -80.0 63.4 -63.4 47.9 - 47.9 48.3 -48.3 8,D 66.7 - 80.0 66.7 - 80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 _ 63.4 -63.4 58.7 -58.7 4 54.5 , -54.5 ! 1 L 53 1/8' MAX. f WINDOW MOTH 1 r-- I } 1 - - r / I - ' VENT SIZE: 50 1/2" x 38 1/4" I X / 1 3 f k_ 1 I I 1 I 76" MAX. WINDOW HEIG,Yf 5 3/4 " �'� --- MAX. MAX. TYP. 13" --�-� ON CENTER HEAD & SILL ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPAu1NC AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT NO SHUTTERS REQUIRED REFERENCE TEST REPORTS: FTL -1889 & FTL-3739 8" MAX. AT MTG. RAIL --- 6" MAX. 13 1/8" MAX. O.C. LARGE MISSILE IMPACT WINDOWS NOTES: .) GLAZING CPTI0NS:: A. 5/16' (.350) LAMINATED GLASS ,ONS:STING OF AN .090. PVB' INNER LAYER ,� 8E1' EEN (2) ELITES OF 1/8" ANNEALED GLASS. fa\ B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PV8 INNER LAYER BETWEEN (2) UTES OF t /3" HEAT STRENGTHENED GLASS. C. 13/ 1 6" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED CLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL- 1 889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) Rober. `_. Clark. P T 439772 S'.n + ,�i. ural T INDUSTRIES 1078 TECHNOLDGY DRIVE NOKOIAis. =1. 34275 P.O. 80X 1523 t3CYCOMIS, R. .34274 F1. Parse/ 8y.. F.K. R.vsa 0.8. brawn Byr 0.8. : tom.: - 94wwefonac 6/3/03 D--ADD CLASS TY ( & T4 03/26/03 R..daloos C -ADO 13/16 LC. Date: R msrons 70/21/03 T8, TABLE, EXTR. 'Dabx '7F.. rswrx: 8/18/98 Dote: 2/9/98 ?ROOM! RUIN& ssompbrils .i��rl�ib wisio+r Aawliww 9rr ELEVATION & NOTES l+tlq: ALUMINUM SINGLE HUNG WilI VDOW Scr t,o/votof. 1 5 =viv: I Sh.or 0.- orlia no, 01 h;T' t I ar 404.0 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAFL.EX BY sOLUTIA oR DUPONT PVB OD 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. REFERENCE TEST REPORTS: .FTL -1889 & FTL -3739 Q 1 7 r1 j A — r 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. GLASS BITE 1 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOL_U 1A OR DUPONT PV8 INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED D 21 22 Roboct L Clark, P.E PE 839712 Lsdiml ITEM DESCRIPTION V.T. 0 OTY. / LOCATION 1 FLAN000 FRAME HEAD. Alum. 606S -T. 12225 2 FLANGED FRAME SILL. um. .1. -T51 612 22E _� 3 RANGED. FRAY . l8 A.m. 6963 -15 612227 2 4: ,I:lxm UE 1Ng RAIL (/won. 606345 -154, 4054A 1 5 SASH TOP' RAIL Alum. 3115 -75th 400660 '. 6 ,SASH BOTTOM RAIL Alum. 6063 -15) 612230 1 7 SASH SIDE RAIL. {*Turn. 6063 -15) 612231 2 8 GLAZING BEAD (Alum. 6053 -T5) 9 `WEATHERSTRIP - V:NYL BULB ��sx 8TP247K 113 \SIL/C014 62899C 11 5 t / (. 50) W /UUPONT �I NTERLAYER 13 #6 x .750 PHIL PN. 140. 17653PFAA 14 SWEEP LATCH 15 182c .625 PHIL R.T. HD. r7858WW 16 WINDLOAD AUd4PTER (Alum. 6063 -T5) 612236 17 18 x .375 PHIL P.11. Tt]( PT 18 WEATHERSTRIP - VINYL BULB\SASH 6TP249K 19 SASH TOP GUNGE 20 \ SCREEPI COVER 23 WSTP..270 x .170 BACK. RN 24 SASH FACE MADE 23 16 x .500 PHIL FLT_ HD. 26 SASH STOP (Alum. 6063 -T5) 27 118 x 1,000 PHIL.. P.H. SACS 28 SEAM SEALER 1070 TECHNOLOGY DRIVE NO}COM1S. FL 34275 P.C. BOX 1529 I+OKO►1 S, Fi 34-27a 6534571 6SM55W Tilde: 8 a 2 2 _A UMAx • ALUINIX (1 per Glazing Bead TEAM PLASTICS oow CORNING 2 to attach Bolonces to Jornbe) 2 (1 per each balance) 2 1 la each frame iamb) 1235 3 O vent jambs & vent top mil) 71087 2 1 /vent iamb. tar" from bot. r 6X12FPAIT jsash fact quick screws) 612244 2 0 top of each frame iamb 78XIPPA 4 Frame & Vent Asst. screw* 29 W1NOLOA13 ADAPTER (PLASLIC 61207 2 30 GLAZING BEAD (13/16" I.G. 8063 -75 4067 8 31 13 6 1. /16' LAlG. GLASS (1 8' HS & 5 16' LAM! w/ 3/8' AIR SPACE) 5/16" IMIJ - (2) LIES OF 1/8" H5 W/ SOLUTIA OR DUPONT PVB 32 WSTP. .187 x .230 BACK RN SEAL 1060 1 0 LIEETING RAIL 33 EGRESS LATCH {OPTIONA 64009 2 34 SPRING SILL LATCH (OPTIONAL) 35 1 11.5' from end of vent top roil) MINIATURE DIE CASTING if width is >> 42") 2 Sweep Latch Screws) MINCI-LANTS FASTENER 4 when using 2 Sweet Latches) 2 O frame jambs, 30 from rot) ALUMAX 4 Wlndiood Adapter Screws) MERCHANTS FASTENER 1 at Vent Bottom Rod) 'TEAM PLASTICS 2 1 per each balance) MASTER TOOL 1 VINYL TECH. \PGT . SClILE{ L 0R EQUW. 675160 VINYL TECtt. \PCT SCHERER RID. PROD. AUARAX AF -12244 MERCHANTS FASTENER .SCHNEE /MOREHEAD SM5504 TO frame iambs, 30` from boL) PROTOTYPE INDAI.EX 64067 PCT BALANCE, ULTRA -UFT. SASHES > 40(I 4029 -1 2 A 36 5 /1s "_ tAL �ii (1 /a A S 1 6 A _ (11 W/ FF GL ASS_W/ 090 SOLUf1A OR DUPONT PVB DER LAYER MN/CT RRIASID emslopliieevilkibelketie allakaCelb IlxideMbe 5/3/03 03/25/03 oof4 10111/01 8/18/98 Data 2/9/98 H.P.G. H.P.G. D-A00 GLASS TYPE 17131 36 C-ADD 130 -135 TL3 TABLE EXIT?. Remi3ions: •INOALEX WAX AQUA FASTERS WYBORG CAL WELL LAYER SC LEGEL OR EQIUEY. 61060C CALD1MFLL VENDOR Drawn ar 0.8. PARTS LIST & GLAZING OPTIONS VENDOR / -12225 .1 12726 AF- na 64054A 64005 AF 12230 AF -12231 AF- 534571 TP -247 899 PGT214.XX AF -12236 TP -249 STAVE WC996 -1207 64009 75PRNG ALUMINUM SNGLt HUNG WINDOW Scfsi��uooeL I Scat's: Vra"3r1 N. • -7o1 NTS 2 a 5 4040 mew: 76.000 MAX. HEIGHT INACTIVE EXTERIOR ROUGH OPENING L- 2.784 ---- -� 2.784 ROUGH OPENING .500 34.500 DAYLIGHT OPENING ACTIVE 2.330 1 34.500 DAYLIGHT OPENING INTERIOR I REFERENCE ZEST REPORTS: FTL -1889 & FIT 3739 1.123 ROUGH 0 ENING -j A ID o r - VERTICAL SECTION INDUSTRIES Rend By. Rave K R.v d By: F.K. Rsn+d �B t - 0.8. Drown By: 0.8. ». 6/3/03 DoCso 03/28/03 t &: SECTIONS - R.., . D—RD GIASS 1?7°E ITEM 36. C ADD 00-135 TB, TABLE, EXT17. Dew 2/9/98 Raw...L.Ow P.E. PE 434712 Stucturce EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.525 DAYUGHT OPENING N3KOWS. fL 34274 48.250 DAYUGHT OPENING HORIZONTAL SECTION mougrammis wy4lgrwtireure 4.01 1070 � '° r 34 ALUMINUM SINGLE HUNG WINDOW 80X 1529 :ann /sbde : S o1e: 9est: ['Vowing Ho. ' Roy: TS ; 0 ! i .490 .737 .062 .705 CI ) ALUM. 6063 —T5 2.274 H 2.784 .062 T 1.707 1.187 j---- ALUM. 6063HS —T54 1 .655 I ---- -- 2.784 2.325 1.969 .062 1.350 1-•— ALUM. 6063 —T5 ALUM. 6063 —T5 g ALUM. 6063 —T5 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 .062 -�- ALUM. 6063 —T5 2.330 1.165 V– .062 1 .348 _413 r'— 0 ALUM. 6063 —T5 y(r Robert L Clark. P.E. PE g397a2 5 2.710 1.523 --� L02 1 * -- 1 1.123 ALUM. 6063 —T5 INDUSTRIES 1070 1ECHN0U CY ORr,E NOKOIAS. FL 34275 P.0. BOX 1529 NOKOMIS. >L 34274 ALUM. 6063 —T5 ALUM. 6063 —T5 5 1 1 .Z Raved Br• F.IL Rend F 0.g 8/18/98 ,roan sr: O D.B. 2/9/98 EXTRUSIONS ncm: 10/11/01 .062 1.403 ALUM. 6063HS —T54 .193 .683 .050 1 1.097 �-»-- Oaf* Re�iskIrc 6/3/03 D —NO CHO TK1S SHT Data: 5. 45;on 03/26/03 C — ADD 130,33 CHC 14,5 Rte: TB, TABLE, EXTR. R.vr■on ractoucr REasss imargiirki Id& air Moth Asesperri, "! t .0! »ilko ALUMINUM SINGLE HUNG WINDOW 5wiw /Maori: 5car.: SP.r2 i O :.wry Ho. S�+'701 Ai 7J 4 5 1 4040 TYP. HEAD TYP. SILL 1/4' TAPCON #12 PANHEAD TYP. HEAD REFERENCE TEST REPORTS: FTL -1589 2e FTL -3739 k __. . 250 1 250 MAX. MAX. 1 nig 1.500 . -. I 1.500 Minkh■.. TYP. SILL 2 x WOOD BUCK /://4 7/ Roberti. Clark, P.E. PE 4712 Strucetrral TYP_ JAMB P.O. ROX :528 aorco us. Ft. 342:4 Oatir %3/03 03/26/03 10/1 1/0 1 r8/98 Oat.: 2/9/98 >i 0 -NO cHG THIS SHT Readdaar C -NO CHG TH!S StfT. TB, TABLE, ExTR. RerAgoeba: 'Tr F Re- d 8y. 0 Oman ar. D.B. ANCHORAGE : a.w.i. al eitri=j,*4u(o AllVbils - 1114_22 1 A_Of Soriea,4001.1. Scats 1 Shset S}: -?01 NTS; J or 5 MAX. TYP. JAMB '4 M '. F 342 ALUMINUM SINGLE HUNG VVINDOW sT.'Cvh:Q Yo. 4040 2 x WOOD / BUCK WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z COCONUT GROVE GLASS ENGINEERING DEPT. 4246 N.W. 37 AVE. MIAMI, FL 33142 (305)634 -3420 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 2USTOMER : JORGE RIVAS JOB NUMBER : 53 N.E. 101 ST. MIAMI, FL. DESCRIPTION : IMPACT WINDOWS AND FRENCH DOORS RIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C 3UILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** = 2.50 : 12 (11.77 DEG) = 10.0 FT2 = 12.0 FT = 5.0 FT Kh = 0.849 Kz = 0.849 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 28.0 FT CORNER DISTANCE, a = 3.0 FT DATE : 12/17/2004 qh = 46.3 PSF qz = 46.3 PSF DEC 20 2004 m C7 1 9 7/8 M.O. 3/8 19 1/8 3/8 W.W. ELEVATION 2 - REQUIRED? 03 �7 i 0 1 z I- w = 0 C- m o m w ti z mg' W mo �o 0 Q z 1 1 03 C3 3/8 P.G.T. SERIES SH -701 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE ALUMINUM FRAME AND WITH 5/16 CLEAR LAMINATED IMPACT GLASS N.O.A. 03-0514.01 37 3/4 MASONRY OPEN'G 37 WINDOW WIDTH ELEVATION 1 - REQUIRED 3/8 DEC 2 0 2004 � �il''l�l� liuillli',Il�1;i��i�i� � +•j;i I g4 t���!�jjil�'il���li�l w [7 N z z liJ 0 z 0 w (1) w N m 3/8 55 3/4 MASONRY OPENING 55 TOTAL WINDOW UNIT WIDTH 27 1/2 W.W. 27 1/2 W.W. r 1 ELEVATIGN 2 - REQUIRED 3/8 P.G.T. 1 X 4 STD. WALL ALUM. TUBE CLIPPED MULLION IN WHITE ALUMINUM N.O.A. 04- 0528.04 w C7 . I 0 m W in D 3 in 0 z 3/8 P.G.T. SERIES SH -701 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE ALUMINUM FRAME AND WITH 5/16 CLEAR LAMINATED IMPACT GLASS N.O.A. 03-0514.01 75 3/4 MASONRY OPENING 74 TOTAL WINDOW UNIT WIDTH 37 37 WINDOW WIDTH WINDOW WIDTH ELEVATION 1 - REQUIRED 3/8 0,/§0.7x64 t.Lrr L u LUU4 0 Z E- Z IiJ 0 a w O z z ❑ ❑ 0 _ Z Q 4 4 0] • d • a b SECTION 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 5 3/4 " AT CORNERS AND BALANCE AT 13 " O.C. 7. .•■ • • • • V. • ' • . .. • . • • 3/8 P.G.T. SERIES SH -7C1 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE ALUMINUM FRAME AND WITH 5/16 CLEAR LAMINATED IMPACT GLASS N.O.A. 03-0514.01 • 1/4 TAPCONS W/ 1 1/42' EMBED. INTO CONC. @ 5 3/4 " AT CORNERS AND BALANCE AT 13 " O.C. 1/4 TAPCONS W/ 1 1/4 EMBED. INTO CONC. @ 6 " AT CORNERS, 8" MAX. SPACING AT MEETING RAIL AND BALANCE AT 13 1 /8" O.C. WINDOW WIDTH MASONRY OPENING SECTION 1 /2' SECTION ZUU 4 3/8 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6 " AT CORNERS, 8" MAX. SPACING AT MEETING RAIL AND BALANCE AT 13 1 /8" O.C. 1" X 4" ALUM. MULLION MULLION DETAIL (FRONT VIEW) J4 WINDOW WIDTH TOTAL WINDOW UNIT WIDTH MASONRY OPENING X 4" ALUM. TUBE MULLION SECTION #12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (TYP.) 1/4" TAPCONS W/ 1 1/2" EMBED. INTO CONC. 2 ON EACH SIDE OF CLIP .1\ 1/4" SELF DRILLING SCREWS @ 6 " AT CORNERS, 8" MAX. SPACING AT MEETING RAIL & BALANCE AT 13 1/8" O.C. ANCHORING SAME AS® MULLION DETAIL (SIDE VIEW) WINDOW WIDTH 3/8 .e . P.G.T. SERIES SH -701 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE ALUMPNUM FRAME AND WITH 5/16 CLEAR LAMINATED IMPACT GLASS N.O.A. 03- 0514.01 P.G.T. 11 X 4 STD. WALL ALUM. TUBE CLIPPED MULLION IN WHITE ALUMINUM N.O.A. 04- 0528.04 DEC 2 u .vu4 I9 z I�l O. 00 m m} o' z 0 03 1/4 72 1 /4 MASONRY OPENING 71 3/4 DOOR WIDTH ELEVATION 2 - REQUIRED / r /1 1 1/4 P.G.T. SERIES SWD-101 ALUMINUM IMPACT FRENCH DOOR IN WHITE ALUMINUM FRAME AND WITH 5/16 CLEAR LAMINATED IMPACT GLASS N.O.A. 02-0701.1 2 z m0 0} Eft z 0 0) 1/4 38 MASONRY OPENING 37 1/2 DOOR WIDTH 1 / /. \ / / 1`. ELEVATION 1 - REQUIRED 1/4 DEC L J,:uuy 0 Z Z w O >�- LL Z U) z 1- 0 w N = 0 0 0 • Y • o, . • •*! =NM WNW NM Mil >• SECTION • . p : , 1/4 TAPCONS W/ 1 3/8" EMBED. INTO CONC. @ 7 1/2 " AT CORNERS AND BALANCE AT 13 ° O.C. 1/4 1/4" TAPCONS W/ 1 3/8" EMBED. INTO CONC. @ 7 1/2 " AT CORNERS AND BALANCE AT 13 " O.C. P.G.T. SERIES SWD -101 ALUMINUM IMPACT FRENCH DOOR IN WHITE ALUMINUM FRAME AND WITH' 5/16 CLEAR LAMINATED IMPACT GLASS N.O.A. 02-0701.12 1/4 TAPCONS W/ 1 3/8" EMBED. INTO CONC. @ 7 1/2 " AT CORNERS AND BALANCE AT 13 " O.C. MASONRY OPENING SECTION 1/4 DEC Cutvu4. DOOR WIDTH MASONRY OPENING •.• • 1/4 1/4 TAPCONS W/ 1 3/8 EMBED. INTO CONC. @ 7 1/2 ° AT CORNERS AND BALANCE AT 13 " O.C. SECTION P.G.T. SERIES SWD -101 ALUMINUM IMPACT FRENCH DOOR IN WHITE ALUMINUM FRAME AND WITH 5/16 CLEAR LAMINATED IMPACT GLASS N.O.A. 02-0701.12 • . . • . 4 e 1/4 DEC 2 u CI)i!4 Et 0 W W Q Z � J w 1 n Q [�7 W U O p tY ❑ t') I Z Z O to Ll • ct DRAWN BY: 1 B J ED VALDE DATE : 1 2 -1 7-04 i SHEET NUMBER CG -8 OF 8 BUILDING ELECTRICAL PLUMBING ROOFING w ' r.. a.47 Owner of a . Building J Architect Contractor or Builder r . � s w't ` Legal Lot Description Address of f Building CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 10358 Work to be performed under this Permit C AA This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. ,r `c k 7 Signed I `fi * (INSPECTOR) BY In consideration of the issuance to me of this permit agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, wings, statements or cifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY Date At Contractor's I" # 0 , 1 �:� ���► License No. AUTHORITY 19- ig..iX..... /a, ,•z. 24 $.7 Subdi- tit H . #ti vision Sq Ft A Value of «, �s' `9 I I Amount of s' Project $ 11 Permit $ Street and Number where work is to be done Council Approved__ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address_'a...a._Br'Q9__._.. _ __ No.. 53 Street_NaE_,_ 101St• St Registered Architect and /or Engineer Name and address of licensed contractor_ Calumet Windows, Inc, „ 1002 E, 2LIth, St., Hialeah, Fla• Location and legal description of lot to be built on: Lot Block Subdivision 53 N.E. 101st. Street, Miami Shores, Florida State work to be done and purpose of building (by floors). floors)_110.111g_Ma___22__OXiating. .. .steel casement windows and instil __a�.umixuuri..awning . tie-- inrindows . N.o _ _structural _cha.nges and for no other purpose. New Building Remodeling XX Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $__3 Amount of Permit $ 5.00 Zone cubage required Plan Cubage_ Distance to next nearest building__..___ . _ Size of Building Lot Maximum live load to be borne by each floor_-. I hereby submit all the plans and specifications foi said building. All notices with reference to the building and its construction may be sent to___Calumat Window__ InQ._,. 1002 E. 2LttIl._.Stxtret,. Hialeah, Florida The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from contractor or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for pection on he site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub ,tor , n work to be performed under this permit, as are licensed by Miami Shores Village. Remarks__ __. .... . _ _ _. __. _. (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No l ®sz-r Date____ ” . /1°4' Read, Sworn to and Subscribed before me. Disapprove 4 __ ai to (Signed) Notary Public, State of Florida Building Insp or My Commission Expires__ Date Augu 1 6 , 19 68 to me well known, LANNING BOARD__ __ . DATE Chairman Member Member ____ Member Member ___________ .__._.._ Member _Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.