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BP04-920 (2)Simon Rodriguez / DF Builders Inc. President Sworn and to subscribe before me on the My Commission Expires: oFFIC ∎I.,\IurAxa C SO ` I •SOB( SIU A SHERMAN O •' /� COMMISSION NUMBER Iva'y Q DD136368 7! m , N> MY COMMISSION EXPIRES F O F F' AUG. 10,2006 _ Df BUILDERS, INC GENERAL CONTRACTORS CGC 1504424 ! 10001 WINDING LAKES RD. #203 SURISE, FL 33351 PHONE: 305- 218 -2953 LOCATION: 469 NE 91 Street Miami Shores, FLORIDA ARCHITECT: Ram Design, Inc. Df Builders Inc. hereby officially request a change of contractor on Permit No. BP- 2004 -920 for 469 NE 91 Street, Miami Shores, FL. The current Owner of the Property is DF Builders, Inc. and the Architect of Record is Ram Design. The reason of changing contractors is due to the sale of the property. The new contractor will be Pt1I S , pGUJQo The person who's signature appears above, deposes and says that he is the legal Owner of said property or current contractor. Notary Public State of Florida 005. ■ P4epared by: Address Name Address Name Address Form LO-49 (12/05/2003) Carol Murphy Coconut Grove Bank 2701 S. Bayshore Drive Miami, FL 33133 Permit No. Tax Folio No. 11 -3206 -014 -0141 NOTICE OF COMMENCEMENT 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 section 713.13 of the Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT. Legal description of property (include Street Address, if available) Lot 21, Block 49, MIAMI SHORES, SECTION 2, Plat Book 10, Page 37, Public Records of Miami -Dade County, FL 465 NE 91 ST., MIAMI, FL 33138 General description of improvements 4 bedroom, 3 1/2 bath 2 car garage 2 story CBS single family residence Owner TALISMAN DEVELOPMENT CORP. 1900 S BAYSHORE DR., MIAMI, FL 33133 Owner's Interest in site of the improvement FEE SIMPLE Fee Simple Title holder (if other than owner) Contractor TALISMAN DEVELOPMENT CORP. Address 1900 S BAYSHORE DR., MIAMI, FL 33133 Surety Address Amount of bond $ Any person making a loan for the construction of the improvements: Name COCONUT GROVE BANK, LOAN DEPT. Address 2701 S BAYSHORE DR., MIAMI, FL 33133 FS 713.13 Person within the state of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. In addition to himself, owner designates COCONUT GROVE BANK, LOAN DEPT. Of 2701 S BAYSHORE DR., MIAMI, FL 33133 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified). e of Owne artin J. Palmer President Printed Signature of Owner TALISMAN M NT CORP. Sworn to and subscribed before me this 12th day of April 20 05 Notary Public Printed Notary Signature My Commission expires i nspection Number: INSP -16817 V Permit Number: BP2004 -920 Inspection Date: 05110/2006 Inspector: Grande, Claudio Owner: DEVELOPMENT, TALISMAN Job Address: 469 91 Street NE Project: <NONE> Contractor: PALMER HOLDINGS, INC Building Department Comments Tuesday, May 9, 2006 Miami Shores Village, FL 33138 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: WINDOWS AND DOORS Work Classification: Building Block: Phone Number (305)310 -4673 Parcel Number PARC2004 -16 Lot: Phone: 305 - 310 -4673 Page 1 of 2 1 Passed ►'` 0 - Inspector Comments Failed Correction Needed Re- lnspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP -16817 V Permit Number: BP2004 -920 Inspection Date: 05110/2006 Inspector: Grande, Claudio Owner: DEVELOPMENT, TALISMAN Job Address: 469 91 Street NE Project: <NONE> Contractor: PALMER HOLDINGS, INC Building Department Comments Tuesday, May 9, 2006 Miami Shores Village, FL 33138 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: WINDOWS AND DOORS Work Classification: Building Block: Phone Number (305)310 -4673 Parcel Number PARC2004 -16 Lot: Phone: 305 - 310 -4673 Page 1 of 2 Owrcr's Address f,r r / -" / -- City --- , ; ?%.*7 state ,7` " ,f.� , Tenant /Lessee Name QualTier State Certificate or Registration No. S Value of Work For this Permit Architect /Engineer's Name (if applicable) Type of Work: ❑Addition� ❑Alteration Describe Work: .ef - /)/?--/ Submittal Fee $ Notary S Scanning S Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training /Education Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING / Permit No. o ,- PERMIT APPLICATION t 1 aster Permit No. 15p. r f ( a FBC 2001 Permit Type (circle): Building Electrical P ` mbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # � • Job Address (where the work is being done) % d %7 t City Miami Shores Village County Miami -Dade Is Building Historically' Designated YES_ - NO Contractor's Company Name e-/ _�r� Phone # Conti actor's Address //_7:> '-f -!%. 4 7 `, e°. 'r _ � /.1 ' — - City "� � �> State 7 " / — Zip • r . Permit Fee $ • Phone # l' w:,P / ❑ 1�l ew war xsr w s******** * ***si ir*******F &** 0..ir w stir******************** Zoning Structural Plan Review. $ Zip Phone # Zip Certificate of Competency No. Square Footage Of Work: ❑ Repair /Replace ❑ Demolition CCF $ Technology Fee $ Bond $ r 05r3J0- CO /CC Bonding Company's Name (if applicable) , Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 2 0 , by , day of `! a tit ; 20 by • 7` 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. NOTARY PUBLIC: NOTARY PUBLIC• • Sign: Sign: �� t , / /� /re.e4-, Print: Print:: fez, /) My Commission Expires: My Commission Expires: ., ; � ;l'ttri6.0 utlarez L)ed 21, 2007 ,_... 1.t. to # ** ** **** k * * * * * * ** ** *# *#**# * * #* * * * # , k *** * * * * .i **** * *# t* %Jh* # *�k �k # # * **ri!,k.� # Y� APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning M IA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: NOTICE OF ACCEPTANCE (NOA) 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 (BO.RA) 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 dale stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and /or the AI-IJ (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 niater•ial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A1-1J may immediately revoke, ruodify, or suspend the use of such product or material within their jurisdiction. I3ORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this procluct or material fails to meet the requirements of the applica.hle 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. Wall- Aluminuu► Tube Clipped Mullions I APPROVAL DOCUMENT: Drawing No. 6620 -1, titled " 1" STD. Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/26/04, with revision "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 Missile Impact LABELING: Each unit shall hear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted.hercin RENEWAL of this NOA shall be considered after a renewal application has bee filed and there has been no change in the applicable building code negatively affecting the performance of thit product. TERMINATION of this NOA will occur after the expiration date or if there haslbcen a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA Yis 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 C=ounty, 'Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion the NOA is displayed, then it shall be done in its entirety. 1 •i INSPECTION: A copy of this entire NOA shall be provided to the user by the m }rnrtfactt it 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- 0701.05 and, consists of this page 1 and evidence p lges•1: -1 and E -2, as well as ' r 1 approval document mentioned above. The submitted documentation was reviewed by 'Theodore 9 MIAMI- DADECOUNTY, FLORIDA METRO -DADE PtAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ,NOA No 04- 05404 LENj►iration Date: June 28, 2006 A i > roYal1)ate: July 08, 2004 r " rage 1 SHOP DRAWING (REVIEW (RAM DESIGN, ARCHITECTS -& PLAANNERS 4!O EXCEPTIONS TAKEN REJECTED APPriOVED WITH COMMENTS 0 RE- SUBMIT F, :VIE'.7 IS FOR CENERAL CONFORMANCE WITH THE DEEICN CONCEPT AND CONTRACT DOCUMENTS Rharkincs or comments shall not be construed as relieving the CONTR ^''T0_; from compliance with the pro!ec8 plans and speciiic4tio.is, nor departures therefrom. The CCO4VTRR _CTOX remains responsible for c ote @ U .ccuracy, for confirming Eal correlating all quantities, Lob GGs.eitions End d!monsle,:: @, fi23 selecting prccomn, fnm Techniques of assert y and co r' @tm rtd fpm eftrr 's D'ft e��ris cry i .'Q mE - 0% — ' s3. g C. PGT Industriics NOTICE OF ACCEPTANCE: EVI I)ENCE SUBMIT'I'EID A. DRAWINGS 1 Manufacturer's dic drawings and sections. 2. Drawing No (,6211, -I, Sheets 1 through 5 of 5, titled "1 Std. Wall Mullion Arrangement UcLtil ", prepared. by manufacturer, dated 5 /26/04, with revision "A" on 5/03/04, signed and scaled by ,Robert L. Clark, P.F. B. TESTS 1. Test reports (Li 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Largc Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a Ix 2 x std. wall mullion, prepared by Fenestration Tcsting•Laboratory, Inc., Test Report No. F1'1, 7 2902, dated 01/05/01, signed and scaled by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC. TAS 202 -94 2) .Largc Missile Impact 'Pest, FBC, TAS -94 . 3) Cyclic Loading Test, per PBC, TAS 203 -94 along with installation diagram of a pair of fixed alwn.'windows (00 configuration) 80" x 76" mulled together with a 1 x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI,- 2903, dated 01/05/01, signed and scaled by Antonio Acevedo, N.L. "Submitted under NOA # 00- 0912.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Largc Missile Impact Test, I IiC: 201 -94 3) Cyclic Loading Test, per PBC:, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a 1x • 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Anton Acevedo, P.E. "Submitted under NOA# 00- 0912.05" CALCULATIONS 4'TT'IONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed byRobcrt L. Clark, 1'.I.. "Submitted under NOA# 00- 0912.05" ➢ -1 Theodore Berman, P.E. I)epuly Director, I'roduct•Con1rol Division NOA No 04- 0528.04 Expiration Date: June 28, 2(106 Approval Date: July 08, 20114 PGT Industries ., NOTICE OF ACCEPTANCE: EVI O)ENCE SUI1M1'I"I'ED QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (UCCO). E. MATERIAL CER'I i O+'1 CA'1'1 ONS 1. None. • F. STATEMENTS 1. Statement 1eti.1r of conformance, dated March 16, 2001, signal and sealed by Robert.L. Clark, P.E. "Submitted under NOA# 00-0912.05" , 2. Statement 1elIcr of no financial interest, dated March 16, 2001, signed and scaled by Robert L. ( Y.E. "Submitted under NOA# 00- 0912.05" 3. Laboratory compliance letter for Test Reports No. 1 F11, -2903 and FTL -2975, issued by Fenestration Testint; Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. "Submitted u,; der NOA# 00- 0912.05" G. OTHER 1. Letter from consultant stating that the product is in compliancc'with the Florida Building Code (FBC). E -2 i' heodorc Bcrueau, 1'.E. Deputy Director, Product Control Division NOA, No 04- 0528.04 Expiration Date: June 28, 2006 Approval Date: ,luly 08, 2004 ANCHORS: TYPE. B' "C" OR D" BCTN ENCS GLAZING PRODUCT ' W GLAZING PRODUCT N2 TYP. MULLION W = W1 +N2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = N OR :W14-W2 MULL LENGTH = H NOTES 1. .4:'CHORAgE F_ OUA:','✓ Ar,l ,r RE SHEETS 2, .: A ".'C 0 2. 'H;NDOrc 4/h 'r a .: ✓ 4. vECEk_I. :E TES- . = ^2T r L_29:2. 2:: PRODUCT H = H; +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5. MAX OPENING = H OR H1 +H2 MULL LENGTH = ", ' • :.HORS: TYFE. "B, 'C" OR '0" P3TS ENDS - Rohc ' L i'F * }•d GLAZING PRODUCT TYP.' MULLION GOING GLAZING PRODUCT . 1 PRODUCT H2 k 1 �W7 I W2 h N : W1+412 N = H1 +.2 (2) WINDCWS MULLED WW /ONE ABOVE FGP. DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 GE 5 1.41) MAX OPENING = H OR H1+142 MULL LENGTH = %✓ OR W14-W2 '12) MAX OPENING = W/ OR WI +W2 MULL LEVC,T- = H1 / ANCHORS TYPE 'A' ANCHORS: TYPE'S 'C" OR D" BOTH ENDS H 'Pcvse Ey: !Dec Cm ?y 1Dato P ^.+s :cns. F.K. j 5/3/04 cam+ E/: Dr!, P.J.F. 4 /2E /0G Cr.c or' AR,RANICE ENT DETAIL S • E.41.2 '52; • TYP. MULLION V/ GLAZING PRODUCT CLAZ /tG ' GLAZ:VG GLAZ:h'G r —Wl I W2 L — W , •= • W W = W1 +W2 +NJ H = HI+k2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +N2 +W3 M4) MAX OPENING = W I +W2 CR W2 !o.'L,_. LEivVTr = n; W - ADD NOTATION PROOUCTttevISED es Balkan : Ida ribe Florida Accept.. Na oq Evirerlao Wee 1411 I Dade Prodyn C, ,• Dlvb na •• h2 r✓ BE 'JSED ONLY WITH PST IND'JST,RIES PROD-JCTS P.6. 7 1. MULLION F^ " MULL .1 NUILMN CLIP CUT FLANGES OFF Cr MULL LIP TO FORM A V C - CHANNEL A40 INSTALL A5 SHOWN FOR 1 PULL .GOT, •r '49LL'ON 0 P.G. • MJLL'ON / ' OR 0'—{ i I NOTE: +. FOR MULL 5'25 AND QUANTITY OF ANC. "GRS REQUIRED SEE SHEET 5. FOR .4NCHCP LOCATTONS SEE SHEET 3. QUANTITY OF ANCHORS FCR MULE- TG -C..;P IS THE SAME AS THE GUA7ITITY OF ANCHORS FRG'✓ CLIP —TO— OPENING 2. -REFERENCE TEST REPOR.* FTL -2502, 2253 AND 2975 CJ0 VT'T' Cr A ^. C-! ^ 5'-'5 //P ARE /'C0 tiEF.0ESSA A C ^ v c CORREC7 CUA - v C ' - ANC "ORS 'LE45' PE R ` C CI4ART' A1'.' - COPPED: 4 /12 FN. 5M5. STAGGERED ON 5 OPPOSITE SEES // (50 AS NOT TO • INTERFERE WITH EACH OTHER) J ® TYPICAL MULLION TO MULLION INSTALLATION TYPE A ". •.� /12 F.H. SM.S. STAGGERED ON • MIN. 0PP05,7_ FIDES (SO A5 NOT TO INT WITH I _ • J' EACH OTHER) i NOCC 2E (TYR). I' 0 ® ,{ SEE ROTE it (T " 73 MIN. 1_ I-2" OR 4 "—+ TYPICAL M".1" 'ON TC STRUCTUR= WITH W BUCK TYPE ' 3 - /12 SM.S (1490) ALL FASTENERS NUST BE LLADE COUNTY A'PROVEO. SEE NOTE /I 112 WOOD SCREW (1991) MIN. Ti PENETRATION INTO WOOD BOCK. ALL FASTEN 1 MU- BE DAD_ COUNTY 4' (''ROVED. SEE 907E /1 PRODUCT RL>VMa 1 �1'IldR ..6.19 the L'Lati°'. / C 4 Laz a4 1 Aonvtcem.Vo04 -05Z .04 ( MULLION Etnlrotho O.krV.73S7T:, 6 mi..: Dad. _ m,a control nn' L. C_a::. P.9. rn ^;,.,, PE 1139'12 S': Mrura' *000 BUCK REMOVED TO CONCRETE P.G T. 1r MULLION —\ oOGD /" ,5CK (r - 4_4,121 r _2" 0R 4".1 MIN. • Fr— i BUCK TYPICAL •MUI I ION TO STRUCTURE WITH W000 RUCK R4-VOVFD FROM CONC. TYPE G'1 3 MIN.— 1 t1 (Tw) i ' t TYP CAL MJLLION TO STRUCTURE WITH WOOD SUCK AND CONC. TYPE TO BE USED CNL v WITH POT INDUSTRIES P.PCCUCTS R.n.1 By '2a'e • ' C'4d By Cate „ro.,nq P.JP. Dc.e /25 /CC .4 n • a CLIP & ',\'STALL/ -. T fOIN DETAIL - `L). i /ALL ; /,./ 1 . ? ON 'o•o: /Goer'• ' PMef 1,7^ _CHIC__ CP'LF - 4C rb - (12 F.H. S.N.S. STAGGERED ON OPPoSRE SIDES (SO AS NOT TO i r INTERFERE KIN EACH OTHER) SEE NOTE 01 MIN. �" TAPCON (246/) PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED, SEE NOTE (I (12 F.N. S.H.S. 57ACCEREO ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) 5(8 NOTE (1 A — .400 NOT.AT'ON MIN. j} TAPCON (246/) .INN. I} PEV+TR47709 INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE GCE COUNTY 44 PROVEO, FEE NOTE /1 l � /r7vnrn e IT. OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION V .^ O f ^ ' mT . OF . A.\'CHOPS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REC'C FOR YOUR SPECIE .4PPLICATICN. CLIP LENGTH CHART FOR 'x MULL . A''JL S'7= I A • 1 `C 4 x NOTE PEFER \'Cf 3 4 1" M'JLL CLIP TWO 1 2J ANCHOR LOCATIONS EXTRJSO^. DWG G7 1C99 PRODUCT REVISED cs ccospty log okb e3e i1c,L'S Dak^.Iwg Code Aft-opus:so No 04- 20.04 Ekol5to Deoe MCI Moir Poottoc, Cnae.oi Division A . 8 MIN. FROM ENDS /7vr, �— 1 MAX. C v 4 1 14 MAX t I z I MIN.— e- 9- 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUS DV DWG yt 1 099 (INDUSTRIES _ Robert 10 . 2 +�. T 3 AVC 29; 0 PE 9,4'12, + 070 7ECHKJ1.:Y\ Tito. 3 F 74 1 STD. 1/ MU LION MIN. FROM END (TYP) 1 — A--- 1" MULL CLIP N /TABS REMOVED TWO (2) ANCHOR • LOCATIONS EXTRUSION DWG if 1099 ff o- -e- -e--e-- z F{ — A ' 1" MU+ L CLIP N /TARS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG #' 1099 I Pevsd B/ Date: ) ct,.i 9r. 'Dore: I Re:;s•ara: F.K. I 0/3/04 iA — . ADO NOTATION • Crcen P.J.P. ; Da,e4 /28/0C MIN. FROM END (TYP) TO RE USED ONLY WITH POT INDUSTRIES:. PRODUCTS 1 MULLION CLIP ANCHOP LOCATION • Sc., a. truer C' . -g \'a Per r I,. Box 1'29 N ^X,V • P 2'427a �.�. _. _ ^•IT _- n 5 -A • 4 -Q ( TYP) h4 r V PRODLCT172v S» a.c .he Cx Fl waiyto+oe No y - Erpiro:Ion Dal.^ i. btir � 8) .Mead; Dede Pmdcet Cnwml A'OTE: PETERENCE TF_S•` ,7 EPQRT .c7L -23c :, 1 :.; /'» 29/ A 2 v 7 x STD. - WALL MULLS MAT'L: 6063 —T6 Hubert L. CI lr+ PE 83s"i: S•.ructura' !INDUSTRIES 1 ' 3 1 6 (TYP) rne: TQ BE USED ONLY V'ATH PGT INDUSTRIES PRODUCTS ..Revad 8• iuu:e: 1 Chkd 9y: 1 ' F.K. 15/3/04 .Oros 9, 0c1r: P.J.P. ` 4/2 8/00 PROFILES ::nc: /ucd +r 107.7 E:Hh C98/5' P.0 51 %1 R evtricnr _14 — .400 NOTATION 7" STD. WAL MULLION Sic - , , .- 6 620 _ 4 1 x2x.125 2 Anchors 50 42 129 48 83 50.625 70 TE OPENING WIDTH IN INCHES 60 70 80 '90 100 110 ' 120 . 130 160 115 107 104 103 I 103 103 103 103 __ 103 73 67 63 61 . 61 61 61 61 __61 _ 61 55 52 50 49 49 49 - 49 49 54 57 49 44 41 39 _ 38 38 38 38 .38 60 41 35 3' 29 27 26 25 25 25 _ _25 63 35 30 27 24 23 22 21 20 20 20 66. 30 26 _ 23 21 19 18 18 i 17 17 .17 72 I 23 20 - 17 . 16 - 76 20 17 15 - 78 18 15 - 84 - _ - 90 - - - 96 - 108 - 111 - 144 `ix4x.125 1 OPENING WIDTH IN INCHES 4 Anchors 50 60 70 80 90 100 110 120 130 160 42 170 170 170 170 170 1 70 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 50.625 17.0 170 170 170 i 170 170 170 170 170 -170 - 54 170 170 170 170 J 162 1 158 157 157 157 157 60 170 170 157 143 134 127 124 122 122 122 63 170 160 141 . 128 119 112 108 106 .106 106 66 170 145 127 115 106 100 96 93 92 92 72 142 120 105 95 87 81 77 74 72 71 76 120 102 90 81 74 69 65 63 61 59 78 111 94 83 , 74 68 63 60 57 -55 53 84• 88 75 f 65 1 59 53 49 46 44 42 40 90 72 60 53 47 43 39 37 35 33 ___ 31 96 59 50 43 38 35 32 30 28 27 24 103 41 35 30 27 2 22 20 19 18 - • 16 { 11 35 32 28 24 22 20 19 17 16 144 -17 - - - . - - 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 1 ;1.L 2.2ESIGV .S BASED ON OPENING' WIDTH. FOR YU_T1PLE UNITS, '' 4 COi�S'2FR CNLY T/ ADJA0 NT UNITS .4T 4 T' /E. SEE SHEET =�-7,,C Tecr 2902. A ".: 297. Rn'e LCr,"k-PE. PE x_9-12 Ctructura' ' TECNWOLOGV DRrvF FL 3 X75 De,_nDon- Vertical Mull 1 Opening j Width Horizontal Mull GYening Ndth \Opening Width Mv Length Mull — Length — __ Multiple Mulled Units Mull Length , TO BE ,USED ONLY V /ITri PGT INDUSTRIES PRODUCTS l eevsl By rote. Ohke er (Der Rens'ens: F.K. 1 5/3/04 I A - ADO NOTATION Oro.n 8y. Dote: P.J. P. 4/28/0 PRESSURE CHARTS t:e. 1 S HALL !/ eca: /'ot fl ehe Psi 5" X 15_ - t:Ch FL _4; _a MULLS - ' NTS 5 et 5 .4•�c 5520 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Therrna -Tru Corporation 108 Mutzfeld Road Butler, IN 46721 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 thc BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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 thc accepted manner, the manufacturer will incur the expense of such testing and thc AiD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Outswing Insulated Residential Steel Door -Large Missile Impact Resistant ..' Non lrnpacl Resistant Sidelites APPROVAL DOCUMENT: Drawing No. S- 2003 -0, titled "Therma -Tru Wood edge Outswing ", sheets 1 through 6 to 6, prepared by RW Consulting, dated 3/9/01, bearing thc Miami -Dade County Product Control Renewal stamp with the Noticc of Acceptance number and expiration date by the Miami -Dade Co inty 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 he 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. Failurt to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc words Miami -Dade County, Florida, E nd 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 rc,,r st of the Building Official. This NOA renews NOA # 00 0207.05 and, consists of t The submitted documentation was reviewed by Raul R /414' fl2 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 oval document mentioned above. NOA No 02-0418.02 'xpiration (Date: April 05, 2007 proval Date: May 23, 2002 Page 1 SHOP DRAWING RE IEW RAM DESIGN, ARCHITEC PLANNERS NO EXCEPTIONS TAKEN fig REJECTED 0 APPROVED WITH COMMENTS ❑ RE- SUBMIT ❑ REVIEW IS FOR C :NERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCU:.:_NTS Markings or comments shall not be con:,tru_o Ls relieving the CONTRACTC"I from compliance with th :: proj_ct plans and specifications, nor departures therefrom. Tho CONTRACTOR remains responsible for details & accuracy, for confirming and correlating all quantities, job conditions and dimensions, for selecting f processes, for techniques of assembly and cons on, a d for performing his work in a sae , ten DATE: TF �Gttol H '1 SERIES INSULATED. C =N_RA_ :NOTES I. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 199 EDITION FOR MIAMI -DACE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST 60 ANCHCRED PRCPERLY TO TRANSFER ,_OARS TO THE STRUCTURE. T PRODUCT ANCHORS SHALL °r AS LISTED AND SFACcrr AS S vn'Iv J O h,ILS. ANCHOR E.Veooi.;_ :T Tr. SA.30 iviA7PRIAt., SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. MIAMI -DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REGULRED FOR SIDELITES. 5. DESIGNED PRESSURE RATING SEE TABLE PAGE '. 6. SIDELITES ARE AN OPTION ANC CAN BE IN A (, SINGLE OR DOUBLE DOOR CONFIGURATION. NT!ALt L EL DOC I (Cor' rn to all same CC �iICfS Door Lecf Con;tnxticn: ' 'cce sheet• 25 GA.(O.C'8 )minimum tnickress, • Gelvenized steel A -525 commercid uc!ity - AKDQ per ASTM 52G with yie!c strergth ' y ° r.)= 48,477 cs; Core desicn: Polyuretnone foc.m core, . wit/11.9 lbs. density by BASF. Can tnu'ior: Push or embossed type. The vertical edges cf tne skin, ro.'led formed to provide c mechanical interlock with finger jointed pine stiles. Wood composite erd rc'!s ere butt jointed to styles at corners. Panels are sondwich glazed , 'sing c two PVC lite frame with mitered & we'ded corners. SHE -E- #; I TABLE OP CONTENTS DESCRIPTION COMMON ;GENERAL NOTES, T''° CAL E_EVAT'0N; 2 VERT'CAL CROSS SEC`TONS & E'__ 0= VA 3 = OIZONTA_ CROSS SECTIONS & DOOR MODE..S 4 H0:zON A_ CROSS SECT & GLAZ DETAILS 5 ANCH0R'NG LOCATIONS 5 . ANCHORING LOCATIONS DES'G' PRESSURE RAT'.NG 'MERE WA 'NF'I "RAT'0N UNIT TYPE REOUIRPM =NT Ic Nirr�rn SNGLE 50.0 PS= - 6C.0 PS= DOU9'_E 4 8.0 °S= - 5 R5= SINGLE OR 00'u81 . y 48.0 PCT - 51.0 PS' • W ?P SIDE 149.625" MAX. OVERALL MOTH CVERALL WIDTH XX 170:11 000R P EVATION DESIGN PRESSURE .RATING: -'48.0 psf -5 psf NO7E: SURFACE BOLTS ARE ON THE JNACTNZ DOOR PANELS ONLY AiL Ulii ivf - - 1\ 6F Vl.Wr F ;NTFR'DR SIDE (OUTSW'NG DOORS) Dxxc DOUBLE DOOR W /SIDELITES ELEVATION DESIGN PRESSURE RATING: +42.0 psf -51.0 ps' 74.625" MAX. eO z ft c n co LL CO CC rn ZE LJ N 0 d 2 0 ill " I� 9L'ILD!NG I ;CONSULTANTS, 8'3.654.3831 37.5" MAX. -J OVERALL WIDTH I X !� SINGLF DOOR 11 FVATION DESIGN PRESSURE RATING: +60.0 psf -60.0 psf 1 12.5" .MAX. OVERALL WIDTH oxo SIN O R J $ 0 tD LI, FS E1 EV ATION DESIGN r, - LE p R RAI I +4 .0 ps $ .0 csf PRODBR RENEWED mc with the 9 Code Code Aceeptooet N'o - S'IC Ko'rntioe Date y j . AI sT I rt ion Butt rw SO:./Tr. FLOR'DA EJ:LOING CODE 04TE Ptert«oS,Zool 171_ 1 Slwa .046.4 sctr r,. cwe. BY` TJH 0/3/CO RW PRODUCT CONTROL DIVISION RM.:: No.: fi LHLO'NG CODE CO,WUANCE OFFICE 5_2003 - ACCE NO ex) - 020? oS - SHEEr _ or 6 - 96.5 MAX. OVERAI L HEIGHT I I Y o i i U J tb IcLDI ‘N, 1 0 O c V co I O in rn TF �Gttol H '1 SERIES INSULATED. C =N_RA_ :NOTES I. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 199 EDITION FOR MIAMI -DACE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST 60 ANCHCRED PRCPERLY TO TRANSFER ,_OARS TO THE STRUCTURE. T PRODUCT ANCHORS SHALL °r AS LISTED AND SFACcrr AS S vn'Iv J O h,ILS. ANCHOR E.Veooi.;_ :T Tr. SA.30 iviA7PRIAt., SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. MIAMI -DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REGULRED FOR SIDELITES. 5. DESIGNED PRESSURE RATING SEE TABLE PAGE '. 6. SIDELITES ARE AN OPTION ANC CAN BE IN A (, SINGLE OR DOUBLE DOOR CONFIGURATION. NT!ALt L EL DOC I (Cor' rn to all same CC �iICfS Door Lecf Con;tnxticn: ' 'cce sheet• 25 GA.(O.C'8 )minimum tnickress, • Gelvenized steel A -525 commercid uc!ity - AKDQ per ASTM 52G with yie!c strergth ' y ° r.)= 48,477 cs; Core desicn: Polyuretnone foc.m core, . wit/11.9 lbs. density by BASF. Can tnu'ior: Push or embossed type. The vertical edges cf tne skin, ro.'led formed to provide c mechanical interlock with finger jointed pine stiles. Wood composite erd rc'!s ere butt jointed to styles at corners. Panels are sondwich glazed , 'sing c two PVC lite frame with mitered & we'ded corners. SHE -E- #; I TABLE OP CONTENTS DESCRIPTION COMMON ;GENERAL NOTES, T''° CAL E_EVAT'0N; 2 VERT'CAL CROSS SEC`TONS & E'__ 0= VA 3 = OIZONTA_ CROSS SECTIONS & DOOR MODE..S 4 H0:zON A_ CROSS SECT & GLAZ DETAILS 5 ANCH0R'NG LOCATIONS 5 . ANCHORING LOCATIONS DES'G' PRESSURE RAT'.NG 'MERE WA 'NF'I "RAT'0N UNIT TYPE REOUIRPM =NT Ic Nirr�rn SNGLE 50.0 PS= - 6C.0 PS= DOU9'_E 4 8.0 °S= - 5 R5= SINGLE OR 00'u81 . y 48.0 PCT - 51.0 PS' • W ?P SIDE 149.625" MAX. OVERALL MOTH CVERALL WIDTH XX 170:11 000R P EVATION DESIGN PRESSURE .RATING: -'48.0 psf -5 psf NO7E: SURFACE BOLTS ARE ON THE JNACTNZ DOOR PANELS ONLY AiL Ulii ivf - - 1\ 6F Vl.Wr F ;NTFR'DR SIDE (OUTSW'NG DOORS) Dxxc DOUBLE DOOR W /SIDELITES ELEVATION DESIGN PRESSURE RATING: +42.0 psf -51.0 ps' 74.625" MAX. eO z ft c n co LL CO CC rn ZE LJ N 0 d 2 0 ill " I� 9L'ILD!NG I ;CONSULTANTS, 8'3.654.3831 37.5" MAX. -J OVERALL WIDTH I X !� SINGLF DOOR 11 FVATION DESIGN PRESSURE RATING: +60.0 psf -60.0 psf 1 12.5" .MAX. OVERALL WIDTH oxo SIN O R J $ 0 tD LI, FS E1 EV ATION DESIGN r, - LE p R RAI I +4 .0 ps $ .0 csf PRODBR RENEWED mc with the 9 Code Code Aceeptooet N'o - S'IC Ko'rntioe Date y j . AI sT I rt ion Butt rw SO:./Tr. FLOR'DA EJ:LOING CODE 04TE Ptert«oS,Zool 171_ 1 Slwa .046.4 sctr r,. cwe. BY` TJH 0/3/CO RW PRODUCT CONTROL DIVISION RM.:: No.: fi LHLO'NG CODE CO,WUANCE OFFICE 5_2003 - ACCE NO ex) - 020? oS - SHEEr _ or 6 - 96.5 MAX. OVERAI L HEIGHT 4 2 :71 d 4 . " I d " . )4 1 �� 4.625" 1 1 VERTICAL CROSS — SECTION Z W In tt C �..� O U =w .0; 8„ w SKIN THK. a J . 75 "� 6 2 0 � .. G 041 e 0 CO CI INTERIOR • C 0 m G.9 EXTERIOR o o a D o 0 'G a G : . = I-- C: 2 z LL C. MAX. I o ic) ci to • ! J 11 0>5 tc C J -• ° c ° m ° o , NTERIOR O Ia .0' 8" 4 . o SKIN THK. a o � o 0 1.75 . GLASS THK. • N EXTERIOR Z • 0 Iltemj DESCRIPTION i Material :';1E' C00R (25GA. .018" M.'N.) >TE'•• _ 2 4 1/2" HEADER (THERMA -TRU, PONDEROSA PINE) I WOOD 3 4 i /2' LATCH JAMB (ThERMA-TRU PONDEROSA PINE) W000 4 4 1/2' HINGE JAMB ("HERMA -TRU, PONDEROSA PINE) . WOOD 5 4 i /2 BLANK JAMB (THERMA -TRU, PONDEROSA PINE) WOOD 6 '4" x 4" HINGE .097" THK. (THERMA -TRU) STEEL 7 #9 x .3/4" Iq. (Hinge to Frame) STEEL 8 1 10 WOOD SCREW X 2 1/2" LG. STEEL 9 8 x 2 1/2" LG. WOOD SCREW STEEL 10 3/76" TAPCON ANCHOR (ELCO 1.75 MIN. LG. STEEL 11 ONE P'ECE BUMF FACE THRESHOLD (THERMA -TRU) i ALUM./WOOD 12 COMPRESSION WEATHERSTRIP (THERMA -TRU) 13 PLASTIC LIP LITE FRAME (PVC, THER,MA -TRU) PVC 14 110 x 1 1/4" LG. TYPE A" FLATHEAD STEEL ° 15 TOP & BOTTOM RAIL (1.75" x 1.625) WCOC w 01-1ER,M1 -TRU, PONDEROSA PINE) 16 BLANK SIDE STYLE (THERMMA -TRJ, PONDEROSA PINE)' WOOD 17 8 x 1/2" LG. TYPE "A9" PANHEAD 1 STEEL 18 110 WOCC SCREW X 2" LG. STEEL 19 KWIKSET 200 DL PASSAGE 20 KWIKSET 660 DEADBOLT z 2" 121' MASONRY WALL L',"4 V . 22 2x W000 BUCK WOOD 2 2 23 MAX. 1/4" SHIM MATERIAL WOOD 24 ASTRAGAL (052' WALL THK. ALUM. & PONDEROSA PINE) WOOD/ALUM.' ¢ 25 IGLAZING, 1/2" INSULATED TEMPERED GLASS ' GLASS 126 ! 3/4" THK. PRESSURE TREATED S!DELITE PAD WC00 ! 27 !112 x 1 /2 "LG. PANHEAD SHEET METAL SCREW STEEL 28 ASTRAGAL WEATFIE.RSTRIP (THERMA -TRU) VINYL 29 116 -16 x 1 3/ PHILLIPS FLATHEAD SCREW STEEL 1 3C #9 x 1" LG. PHILLIPS FLATHEAD SCREW STEEL 31 LATCH SIDE STYLE /THERMA -TRJ, PONDEROSA PINE WOOD IC ` 32 HINGE SIDE STYLE (THERMA -TRU, PONDEROSA PINE) I WOOD 33 !CORRUGATED STAPLE FASTENER (1 1/2" X 3/4 )1 STEEL 34 j LOCK BLOCK ( x 11' x 1.625 ") WOOD ° 1 35 1 POLYURETHANE FOAM BASF, :.91bs. DENSITY) I FOAM o a 1 35 I IVES SURFACE BOLT (25" STEEL) S 1 37 3/16" TAPCON ANCHOR (ELCC, 3.25" MIN. LG. STEEL 38 1/8 THK. CELLULAR GLAZING TAPE (5TIK -U TA °E) - O N t E - D VERTICAL CROSS — SECTION z N NOTE: SIDELITE IS DIRECT SET INTO JAMB WTH /10 x 2" PH.F.H. WOOD SCREWS AT 6" FROM EACH END AND A MAX. OF 12" C.C. ON VERTICAL LEG JAMBS ONLY. POODC.'CT RENEWED cm complying wUh Mc Florida Balding Code Ancpmnce No C2- L C Expirado4 Dale } al Deck APPROVED AS COMPLYING V'TI+ i! it SOUTH FLORIDA DUILD'NG CODE GATE ANa GATE` sru L: GwG. BV: z z to Lai 11 J zi N.T.S 0- v v VV BU'LOING CONSULTANTS, INC 813.684.3831 3/3/00 TJH BY I con/ f • LL4.cL c- er: RW PRODUCT CONTROLDMS!ON ogAw.vo Na: BUILDING CODEDOFF UANCE OFFIC. S- 2003 - ACCEPTANCE NO. L1O "6207.05 SHEET 2 Cc 6 O Fry -1 — 1. / 5" MIN. EMR. .15" MsN. COUNTERSINK .25" MAX. SHIM , THERMO TR U 108 MUTZELD Rd. 8uTLER, IN 46721 H. (219) 868-5811 .25" MAX SHIM ' NOTE: 1. SIDELITE IS DIRECT SET INTO JAMS. WITH #10 x 2' PH.F.H. WOOD SCREWS AT 5" FROM EACH END AND A MAX. OF 72" C.C. ON VERTICAL 1.00 JAMBS ONLY. 2. SPACING OF SCREW 'TEM #27 IS AS FOLLOWS FOR ROTH 6-8 AND 5-0 MOCELS: FROM THE BOTTOM UP AND THE TOP DOWN SPACING 3", 5", 7", 70" & 70". 3. SPACING OF SCREW ITEM #29 IS AS FOLLOWS FOR BOTH 6-8 AND 8-0 MODELS: FROM Tr BOTTOM UP ON SZE'S, (8-0) (7) MORE AT 9.893" & (6-8) (6) MORE AT 9.21" C.C. TOP & BOTTCM, 3.219" FROM THE END IN & (3) MORE AT 5.895" 0.C. A. SURFACE S.01.1" IS ON INACTIVE DOCR PANELS ONLY. 21.125 MAX. D.L.O. SEE NOTE 3 36.0" MAX. PANEL MOTH _ 17 , 7 _ AcTivF 37.5" MAX. OVERALL WIDTH 35.0" MAX. PANEL WIDTH a EXTERIOR INT ERIOR ( HORIZONTAL CROSS SECTION SINOIE z i .15" MIN. COUNTERSINK 1. / 5" MIN. EMS. 2 3/09/01 GENERAL REVISION R 1 4/1 i/cc GENERAL .REVISION TJH NO. DA REVISONS 5 36.0" MAX. PANEL MOTH PRODUCT: THERMA TRi W0000000 OLITSW;NG 'JP TO :2-0 x 8-0 W/3-0 SIDELITES PAR OR ASSEWSI.Y. HORIZONTAL CROSS SECTIONS & DOCR MODELS SPACED 8" FROM BOTTOM & 12" O.C. INTERIOR HORI7ONTA/ CROSS SECT/ON DOUBLE w/siDasrEs SEE OTE coo Hunt nu DI EJO CH3 ! o E3 ' nnno MC07.-/-1 7 1 elmoNo coNsuumrs. INC. 813.684.3831 EXTERIOR EXTERIOR . . INTERIOR 36.0" MAX. PANEL WIDTH 21.125" MAX. 0. 1.0. PRODUCT RENEWED m complying with do Aladin Sliding Colic A MOM No • : • IP 04 Expirodon Dine Moll Dodo Division la) INACTIVE 7 I 1.15" MIN. EMB. .15" MIN. COUNTERSINK 1 SEE NOTE 1 0 SEE NOTE 2 1 F LUSN APPROVED AS COMPLYING PATH THE DAM: 3/3/00 salmi FLORZA WADING CODE KALE N. T.S. DATE A 021 L DWG. BY: TJH I Sts. 1 * E-L i c44. Ert: • RIN PRODUCT CONTRO`..ovs‘oN ;DRAWING 6U LO NGC00E0.'30 F RCE I S- 2003 ACCEPTANCE rio o2ti S_I !SHa 3 c 6 V ° Ak.W4 AIL r'''te; "I `' IIIB 0 1.!5" MIN. E.V.B. .15" MIN. COUNTERSINK 29 772.5" Mk/ OVERALL WIDTH 36.0" MAY PANEL 'WIDTH FXTERIOR 0 jip I 72 Rv' OM i NI 32 33 z = o? • to .25" MAX. -", 1.15" MIN. EMB. .75" MIN. CCUNTERSINK 453" FXTFRI('R GLASS BITE a ° a 1. o ° o ° ° o ° INTERIOR SEE NOTE 3 GLAZING DFTAII THERMA r TRU 108 MUTZFELD Rd. BUTLER, ;N 4672' PH. (219) 868 -5811 21.125" MAX. D.L.O. SEE NOTE 3 EXTERIOR INACTIVE INTERIOR .5" OVERALL GLASS THK. .25" STEEL INTERCEPT SPACER REWSIONS (Th HORIZONTAL CROSS SFCPCN SING: E W /SFJ ITS SEE NOTE 2 2 3/09/01 . GENERAL REVISION RW 1 4/11/00 G•ERAI_REVIS ;ON TJH NO DATE av 74.625" MAX. CVERALL WIDTH .725" TEMPERED GLASS .25" AIR SPACE .125" TEMPERED GLASS INTERIOR HOR 70NTAL CROSS SECTION DOUBLE PRODLCT: THERMA TRU WOCDEDGE OUTSWI,NG JP TO 12 -0 x 8 -0 'W/3 -0 SIDELITES PART OR ASS =V9_Y, hORIZ0.V A, CROSS SECTIONS & GLAZING DETAIL 8:ULC'43 CCNSJLTANTS, nc. 5'3.684.3E3' 36.0" MAX. PANEL WIDTH ACTIVE SFACED 8" FROM BOTTOM & 12" 0.C. 18- • SEE NOTE • L -� .25" MAX. SHIM NOTE: 1. SIDELITE IS DIRECT SET INTO JAMB WITH //10 x 2" PH.F.H. WOOD SCREWS AT 6" FROM EACH END AND A MAX. OF 12" 0.C. ON VERTICAL LEG JAMBS ONLY. 2. SPACING OF SCREW ITEM #27 IS AS FOLLOWS FOR BOTH 6 -8 AND 8 -0 MODELS: FROM THE BOTTOM UP AND ThE TCP DOWN SPACING IS 1", 3 5", 7", 10" & 10". 3. SPACING OF SCREW ITEM #29 IS AS FOLLOWS FOR BOTh' 6 -8 AND 8 -0 MODELS: FROM THE BOTTOM UP ON SIDES, 6.438" & (8 -0) (7) MORE AT 9.893" & (6 -8) (6) MORE AT 9.2'" 0.C. TOP & BOTTOM, 3.219" FROM THE END IN & (3) MORE AT 5.896" 0.C. StiRFACE CUL I IS ON INACTIVE 000R PANELS ONLY. PROVLU'r RENEWED es complying Nitn the Florida Balding Code Acceptance No - Ecpirattca MR 1 Utx ... - caster! DteMna ItiiZ } AP'RO`.ED S ht'GNlTH ms !D'E: 3/3/00 SCt!THFLOR 6U !SCAB N.T.S. DATE APaI'. Or'Mel � Dw3. 9": TJH 8Y 1 SL.-1 I • 6. » lac a•: RW PRODUCT CONT9OLD'NS:JN oaowxc rca SU(.O'G CODE COMPLIANCE OFFICE S - 2003 -0 ACCEPTANCE ND. 00 - 0 20 7 .OS !SHEET 4 OF 6 i ip L L C } a SEE NOTE #' TYP. _ 10 ALL HEADERS SEE NOTE #2, TYP. .1 TO ALL THRESHOLDS - O TYP f® 6 " 1-- 6" • 6 - " I H1 I TYP. YP. 3" F 3 " 6" F— 6 " f 1 3" k 6" '1 3,, 1 . 1O TYP. TYP. SEE DETAIL "C" a r. . TYP. SEE ..C7E . I THIS SHEET TYP. 1 i 1 1 6.578" O !.I 3" -- — 3. SEE DETAIL "C" 6 "~ (`, 6" 1 5.61" DETAIL - HINGF OFTAII TYP. TYP. �U1 FRAMFS ARF VIRVED FROM EXTERIOR SIDE OCOR PAN.%S NOT SHOWN FOR AR(T' OF ANCHORIN • 0 AT10NS SEE DETAIL "D 6 4 u, .1 8.578" DETAIL "C" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. NOTES: APPLICABLE TO ALL FRAMES 1. HEAL JAMBS ARE JOINED TO THE SIDE JAMBS WITH. (3) 16GA. .5" CROWN x 2" LG. STAPLES EACH END. 2. THE THRESHOLDS ARE JOINED TO THE SIDE JAMBS WITH (2) 1 SGA. .5" CROWN x 2" LG. STAPLES EACH END. I- - �N BUIUJI 3. MULLIONS ARE ATTACHED AT THE HEAD & SILL TO INC 913.694.3931 STAPLE. 0. r = Sri -' nE-r " G " - E" 6" -- I- N T gel " 0. PRODUCT RENEWED ea corn SON with tem Pc:W.4 Rc d nd Cnde Acceptance Ne G4_ E,pirsUoa Dalt Dy M. " "i Dade Product •uatrd Diveeion t: PLOVEL.'` CON.N r ',G Lt!Th iNE SCUT~ FLORRIi. WRONG 000E DATE ' - OS sr 10-.4S PROJ7C' CO TRO: DI'ASION fiJ'LO'3 COOS COVPLIANCE OFFICE A OCEOTAN:E NO 00 - 6207. ' SATE 3/3/00 sru_ N.T.S. Gwc. ay: TJH cttx. ar: RW DRAW.NG NO.: S - 2003 -0 sHr 5 or 6 11 • 1 I. I ! l• TYP 1— 6 I N. SEE DETAIL It SEE NOTE #L TYP. r 7'0 ALL HEADERS TYP. 1 0 — I ' i rte. Li, „A rrp. LL TYP. 1 • . , 3 . — 3" 3•• 1-- 3" 6 " 6" 6 SEE DETAIL"D" TYP. 6' --- • •1. • .1 • ;=• • , II 6"— ...,_ -.4 --.- k - 6 k 3 , -.-. H E" 6 :: — . ._ -;•• 1 . I 7. -'=--L------; 1/ I I ! I ® 7YP. TYP. cm TYP. I ; I SEE NOTE #3, 1•; THIS SHEET •1 r 5.61" ; . i . I ' • a um TYP. I ; 4 T •s; ; . 4 — ts. • co , 0 TYP. SEE DE 7 5.51" 1 DETAIL "0" HINGE DFTAII "F" •L SEE NOTE #2, TYP. TO ALL THRESHOLDS Al FRAMFC ARE viripo FROM EXTERIOR 5106 000F2 F'ANF1 5 NOT SHOWN FOR •F . • • • • r 8.578 t "E" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. A ZZ 1"g o Lo 0 z. 0 NOTES: APPLICABLE TO ALL FRAMES 1. HEAD JAMBS ARE JOINED TO THE SIDE JAMBS WITH (3) 16GA. .5" CROWN x 2 LG. STAPLES EACH END. 2. THE THRESHOLDS ARE JOINED TO THE SIDE JAMBS WITH (2) 16GA. .5" CROWN x 2" LG. yy BUI_OING STAPLES EACH END. 3. MULLIONS ARE ATTACHED AT THE HEAD & SILL TO , cliff SIDE JAMBS WA3) 16GA. .5" CROWN x 2" LG. • coNsuLTANTs. INC STAPLES. o 1 4.66A-383 PRODUCT RENEWED etseomplyIng with the Ttoriel inn Code Acceptance No ^ Z•3 C 2 Expire-doe Dot R7 FA I> Product Cf true Diction .PPROVEUnS GOMJ,:litt■G W TH THE 301TIN FLORMA BLI:LOt`toG CODE GATE /keg( o 2pc ev PR6 Wel CONTROL DIVISION tit,r_O:NG COOS COMPLIANCE OFFICE ACCEPTANSE N CO - OZO • 0 5 - EWE. 3/2/00 SCALE. N. ES. DWG. BY Lh 04N. RW OWING NO.- S-2003-0 SPEI 6 OF 6 MIA M M ADE BUILDING CODE COMPLIANCE OFFICE (DCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) J.B. Garage Doors, loc. 12195 N.W. 98"' Ave. Hialeah Gardens, FL 33018 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 (13ORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not he valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the A11.1 (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 AIIJ 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: Steel Overhead Sectional Garage Door APPROVAL DOC1UMi1 NT: Drawing No. 99 -03, titled "Steel Overhead Sectional Garage Door'', sheets 1 through 3, prepared, signed and sealed by Hurnayoun Farooq, Y.E., dated 4/30/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by thc Mianii- Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Inepact 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 thc 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 Miarni -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. !fatty 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 # 99- 0402.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. frjo cz MIAMI -DARE COUNTY, FLORIDA Ml fI O- DAI)l; I LAGLER BUILDING 140 WEST A'1.AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0222.01 Expiration Dale: July 27, 2007 ` Approval Date: April 25, 2002 Page 1 SHOP DRAWING REVIEW RAM DESIGN, ARCHITECTS & PLANNERS NO EXCEPTIONS TAKEN REJECTED 0 APPROVED WITH COMMENTS ❑ RE- SUBMIT 0 REVIEW IS FOR c :ERAL CONFOR%'ANCE WITH THE DESIGN CONCEIT AND CONTRACT DOCUMENTS Markings or commcn: r'hcll not bu conctruod as relieving the CONTRACTO from cc;;Iptiance with trio project plans anal specifications, nor dcp:,.rtures therefrom. The CONTRACT® remains responsible for details & accuracy, for confirming and correlating all quantities, job conditions and dimensions, for selecting fa'. .' processes, for techniques of assembly and cons;, lon, an• for pevfo mingg his worts In s BY. , s �... . - ` , DATE: 14 GA. STEEL ROLLER HINGE 1/4 -20 BOLT WITH NUT 4 PER HINGE 5 PIN CYUNDER LOCK SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) 1/4 -20 X 1/2' N.S. & LOCK 51.0 5/8' 1110. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARD100 GARAGE DOORS \ 16 GA. GALV. STEE. MOUNTING PUTS FASTE0E0 W/ FOUR 10 -24 X 1/2' CARRIAGE BOLT & LOCK NUT. (J DIE CAST TEEHANDLE o- // 1 1 14 GALE. STEEL OONT ANGLE MS W/ FASTENED TO -/D JAM85R//S /11 6z LAO SCREWS 0 7 -'./2 /2' O.C. O. FOR CONNECTION OF W000 BUCK MASONRY SEE NOTE 00 SHEET 3. FOR CONNECTION DIRECTLY TO CONCRETE SEE ALTERNATE DETAIL SHEET 3. CONNECTION TO VETAL BUIIDWG TO BE ENG'NEERED ON JOB TO .108 BAS'S. 2 -5/8' LONG 5/32 THICK 3/16 X 3 /4 GALV` ` r - 12=01 S LOCK BARS 10510E SPRING LATCH F15TE0 W FOUR �g l0 X E0 1 ' S.U.S. 1� w , I"' DOUBLE ROLLER HINGES IP 36 5/16' WITH (6) 3/16' ALUM RIVETS AND TO TOP ANO BOTTOM RAILS WITH (4) ALUM RIV<,5 0 ■ 7 X 7 GALV. AIRCRAFT TYPE CABLE & N.iCO- P0555 SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR F - - - 5'V X 8- 5/16'H X I - 1 /2'D X 11 29r HOT - 0. BRACKET FAS1EN_D ‘117W I0 0 (31 P 14 X I/O' SH5 �/ 1 ', 1 -3/8' X 6 -3/16' X 2' X 18 GA. STEEL FORMED ENO STILE I RIVETED TO PANEL 5610 6 GA GALV. STEEL CENTER H100E FASTENED WITH 50OR YTi0TH 12' -3' TO 16' - 11' 17' -0 TO 18 -2 2 -3/4' W X 16 GA. STEEL FORMED CENTER 5 .RIVETED TO PANEL SKIN r WITH (6) 3/16' ALUM RIVETS AND TO TOP AND BOTTOM RAILS WITH (4) ALUM RIVETS 36 5/16' N0, OF STILES (4) CENTER STILES (5) CENTER STILES Li 0. 36 5/16' i c=== ,' (4) C I4 SM5 14 GA GALV. STEEL TRACK F.4 .._000 TO TPA PLATES W/ (2 ' 1 . / 1 ,, u cK NUT 5T0P AOULID14G r AS REDD. INTERMEOIATE STILES FASTENED TO PANEL SKIN W/ (6) 3/16' ALUM RIVETS rn AND TO TOP & BOTTOM RAIL W/ (a) 3/16' RIVETS iT D MAX. DOOR 1110TH 18' -2' I NSIDE NATIONS 36 5/16' LT PRODUCTRENEWED - complying aitb Ne nod & tinkling Code Aeeeptanee No OZ -0222. 5 Expiration Date 5 . cU7 By l am tde it siar. ) 12 GA GALV. STEEL FAT BRACKET ± r LONG 0 12' 0.C. CONNEC^EO TO CONT. ANGLE w/ (" ,,/^' • LTD' ....u,a ,M1.'MA0[1UN 0 AA 50811051500 P.A. PE 0 15557 duct Control 35 5/16' r + A Aly t. ' I t I`A —A 36 5/16' J.B. DOOR MODELS1 18' -2'W X 22'0 UAX 1 141000',, i DESCRIPTION 724 1 24 GA. R00. 00 ?4100 STEE' DOOR 720 120 GA ROLL FORVEO STEEL DOOR NOTE: MODEL 724 TESTED. APPROVED AS 004 WITH PIE 5011TH R.ORIDA 60' CODE DATF 1 u 9Y PRODUCT CONTROL 5 V5 ON 8070.65 CODE CCVPL'AACE 11E'CE ACCEPTAI■CE ND 0 5 O9 0 0. 4Z. 5, ml� 12 DESIGN PRESSURE RATING = + 50.0 PSF - 50.0 PSF 0 b Z 0 • • (3) o lz<_; o U o - • 3 I W ^ vl m NS C 1.2 I g �l drow0rl no. 99 -03 !sheet ' o' 3' 1 -3/4' X 2" X 20 CA TOP RAIL RIVETED TO DOOR SKIN W/ 3/16' ALUM R5VE5 SPACING AT 16' 0.C. AT ENDS AND 36" 0.C. TYP:CA. 3/4' X 2' X .050' THICK ALUM STIFFENER GLUED TO T0? RAIL AND RIVETED TO VERTICAL STILES WITH (2) 3/16" ALUM RIVETS AT TOP AND BOTTOM OF EACH SECT ON 3/4" X 2' X .05D' THICK ALUM STIFFENER GLUED TO TOP RAIL AND RIVETE0 TO VERTCAL 57. _05 WITH (2) 3/t6" ALUM RIVETS 7 /R' , , z - 5(04(0N BOTTOM RAIL AND PANEL SK:N ___2' ..� 14 GA. GALV. STEEL ADJUSTABLE 1 /-.T SUDS 7451ENE0 TO BRACKET I 9. 2) RE & 0 /•' HEX HEAD � / 20 GA ROLL F0RVE0_ ,:i STEEL BOTTOM RAIL J� PANELS FASTENED TO HORIZ. 'I RALS w/ 3/16' a STEEL POP RIVETS--+ - SPACING AT 16" 0.C. AT ENOS r' AND 35' 0.C. TYPICAL TZ 1 -3/4' X 2' X 20 GA. BOTTOM RA "_ RIVETED TO DOOR SKIN w/ 3/16" ALUM SPACING AT '5' 0.C. A' ENDS ( ) AND 38' 0.C. TYPICAL SECTION A —A • 12 C.A. GALV. STEEL. - TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (4) 1/4 x 5/8" S.M.S. • - 13/15' ^D" ROLLER 'N/ 'EN 1/4" 514.RDENE0 STEEL BALL BEARINGS \ N CASE - AR0ENE0 INNER & OUTER BRACES 7/16' DIA X 7' LONG HARDENED SHAFT x _3 /16' 5TEEL '06 RVETS O PANEL 5 VERT. SPLOOS T OPTCNAL ".1 :. E S- D(PANDEO POLYSTYRENE INSULATION 1 BY APACHE PRODUCTS CC. OENST' 1.07 PCF N.DA. ! 98- 0904.04 ,4 GO. GALV. - L ROLLER HINGES FASTENED w/ (4) 1/4-20 x 5/8" HEX H'000 V.S. & LOCK NL'T5 416. 24 GA ROLL FORMED STEEL PANEL ASTM 053. 50 OUALF7r, GRADE 33 9154. YIELD STRENGTH - 33 KSI GALVANIZED ACCCROING TO ASTM A525 WOH A COATING DESIGNATION 07 G90. EXTERIOR AND :NTERICR. 11 GA, GALV. STEER Bo-Tom P P W/ ( �i4K _ 5 1j2 048 1ST SECTION (ROTTCY) REINFORCING REINFORCING TRUSS AT 2' FR0M TOP OF 500709 15 GA. x 2 -1/4' X 2' GAM STEEL U.8AR FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO / 14 X 5/8' SVS/TEKS AND TO END SDLE5 WITH OUR # 14 X 5/0" 595/iEK5 'YPICAL ) I .REINFORCING TRUSS AT 49' FROM 801 OF SECTION REINFORCING TRUSS AT 11 42" FROM BOTTOM OF SECTION BOTTOM S1C .058 ALUM PATE WITH 1/8' X •• 5.4.0. 0 48' 0.C. AND TUBULAR R /B8ER W'STR'P>'NG TWO (2) REINFORCING TRUSSES PER SECTION • EXCEPT 'THREE (3) ON THE 807709 SECTION I 2 REINFORCING TRUSS, AT j t8' FR09 TOP OF SECTION En9, D9. nUilAnY..'.N FARO?^_ STRUC1llRZS F14. P£ ! 10557 2ND SECTION (BOTTOM) RZ'NFORCINNG MAY 1 1 )099 4E147090140 TRUSS A' ±1" FR01.4 BOTTOM CF 5007106 PRODUCT RENEWED - as romp/yin 6155, the STorldn Buidloe Code Aeorptance No OZ- Expiration Date By M _ . Dade DI4Dion Control • i10 Z w 'ii loo ; ;a 7 A ,am8 °I O . a . O iS O N < :J u I'O I II y0 O N I ' .1.1 I N O REINFORCING TRUSS ° NF AT CENTER OF SECTION ; Iej 0 t6" 0C. I� z i4.O 1 0 w O O � Z m • Q C1 0 :° b 4E Z ) 7.,N AI I TOP SE TIONS 40NF04n5Iw: 56658'.7 00 COMPLYING YIITET THE S3L'IH ROBIO 88115ING COLE D;Tf -IF ' I IB FP.0 =:C! 001;1407. 5.5.5 53.17.740 000E COMPLIANCE 047101 4 75615NCE N0. `I 011)2 2- 0 ' 0 i l drowiny no. 99 -03 'sheet 2 0 3 HEIGHT TRUSSES 1ST 293'380 4TH 57' 5011 7TH )8TH19TH OTHI t 7' -0' 9 21' 21 21' N/A N/A jjjjjj 'N /A1N /AN /AN /A1 8' -0" 9 24 24' 24" 24' N/A N/A /A ,N /ANN /A N/A N/A , 9' -0" 11 24 27'121' 21' 21" N/A /A N/1 N /AN /AN /A l0' -0' 11 24' 24" 24' 24' 24• N/A .N /A /A,N /AN /AN /A 1l' - 0" 13 24" 24" 21" 21' 21" 21 "N /API /A N/A N/A N /A 12'..-0' 13 24" 24' 24 24" 24' 24" / /A N N N 13' 15 24" 24' 24" 21 21 21'121' 21 /A N/A N/A iN /A 14' -0' 15 24' 24' 24' 24" 24' 24'124' N/A N/A N/A N/A 15' -0" 17 24" 24' 24 24' 24" 21 21' 71' 31' •1 i• 4' .• 16 1/ 24' 24' 24. 24" 24' 24' 24' N/A N/A •1 /A 17' -0" 19 24' 24' 24' 24' 24' Z1'!21' 21' 21 N/A 18' -0' 19 124' 24' 24" 24' 24' 24124" 24' 24' N/A N/A 19' -0' 21 124' 24' 24' 24' 24' 24';21' 21' 21 21 • ii /A 20' -0' 21 124' 24' 24' 24' 24' 24',24' 24' 24" 24'iN /A 21'121' 21' -0" 23 24' 24' 24" 24' 24" 24 21 21' 22' - 0" 23 1 34' 24' 24' 24' 24 24'124' 24" 24' 24' 24' CENTER HANGERS REQUIRED FOR DOORS HIGHER THAN 12 FT. GIST ALUM. CABLE DRUM • DOOR i so. OF SECTION HEIGHTS • 2 -1/2 X 1 -1/4" GALV. STEEL ANGLE 14 GA. GALV. STEEL TRACK 2 - '/2" X 3 -1/2' X 12 GA STEEL PLATES CONNECTED 70 TRACK WITH TWO 1/4' BOLT5 & NUTS. DOOR TRACK AS VIEWFD FROM CFNTFR OF OPFN:NG •- SECT1ONS ARE NUMBERED STARTING AT THE BOTTOM 1-1/2 X 1-1/2 X 14 GA STEEL ANGLE HANGER It SWAY BRACE FASTENED TO TRACK W/ 5/18 -18 M SCREWS & NUTS AND TO BLOC. STRUCTURE W/ 5/16 LAG SCREWS OR BOLTS 2. TRACK LENSTH = 06(6193 5 EEL STRUCTJRE BY OTHERS MUST SUPPORT THE LOADS 1 FT DOOR SYSTEM t /a• a HEX -EAD M.S. & LOCK NUT 0 12" 0.C. 1 -1// X -A/11:0 X_ GA CONT. STE 2 .11 GA CALV. STEEL END BEARING PLATE 4/ 8ALL BEARING INSERT FASTENED TO HOWZ. TRACK ANGLE W/ 3/8-16 X 3/4" M. SCREWS W/ LOCK WASHER & 41JT5 AND TO 8LDG. w/ TWO 5/ LAG SCREWS OR BOLTS '2 GA GALV. STEEL FLAT BRACKET t 3 LONG 0 12' O.C. CONNECTED TO CONT. ANGLE W/ (3) 1 /4' a SPOT WELDS ALIFRNATF TRACK INSTALLATKINS MN. EDGE DISTANCE 3 -3/4• TYPICAL 12 CA CENTER SUPPORT \BRACKET W/ REARING 12 GA. STEED. TORSION SHAFT SLEEVE ANCHOR SPACING IANC409 STRUCTURE I EMBED I SPACING / I 3/8 BLOCK 1 -1/4'1 8" CONC. 1-1/4'1 9" 1 0ROIIOCT RENEWED as cool plying with the Florida Duloiog Code Acceptance No 6 2 . 0 CIO tin° 091c Nyy hP�0all Division WNOINC LONE WITH TWO 3/8 SET SCREWS WOOD JAMB uct Coahgy 07 !Eno, CA ri1WAYOU9 FAR000 S'RUCT'RES FIR. Pc 1 16557 11 GA GALV. STEEL CENTER SUPPORT BRACKET W/ BALL BEARING FASTENED TO STRUCTURE W/ TWO 5/18" LAG SCREWS OR BCLTS WTTH LOCK WASHERS WOOD FRAA!F ELM O N(IS 57UD WALLS OR 0009 OPENING SHALL 9E FRAMED SO-0 BY NOT LESS THAN (3) 206 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE COPT. FROM FOOTIN0 TO TE 9EAV. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WRT4 TRACK BRACKETS TO PRESSURE TREATED 206 W0C0 JAMBS WHICH SHALL BE ANCHORED '0 GROUTED REINFORCED WISONRT BLOCK WALL OR CONC. COLUMN 'MT4 A) 1/4' TAPCONS BY 'e_CD' OR SCUP/. ANCHOR HOLDING CURRENT .NOTICE OF ACCEPTANCE. WITH 1 -3/4 M'9. E419E0 AND SPACING OF 5' 0.C. 1070 BLOCK WALL B' 0.9. 1970 3000 PSI CONCRETE. B) 3/8' 01A. WO SLEEVE ANCHOR OR ECJr/. CONC. ANC40R HOLDING CURRENT 50117E 01 ACCEPTANCE. WITH 1 -1 /A VIN. EMBED AND SPACING OF 8' 0.3...V10 3000 PSI CONCRETE. 1HE BLOCK WALL CELLS SHALL BE GROIJ' FlLLEO AND 80840RCE0 WTTN POUR 0 5 BARS EXTENO30 INTO FOOTING AND INTO TIE SEAMS ALL BARS 5MALL BE CONTLN0055 FROM T15 BEANS TO F00T•NC. PRFPARATON OF JAMBS BY OTN °R$ APPROVED AS C01P_YIND 9.10}1 THE SOUTP5ORIDA 9010189 CODE OAT ) . 1 �. 1941. B Y t OLCr 909190. 019509 80140,149 CODE COYFIJAIME 05149E eCCEPTANCE NO I - 131/D Z.Oz , 1 mLe I 6 . 99 -03 1 Csheet 3 0 3 • 0 M I A M IDADEI_ BUILDING CODE COMPLIANCE OleI ICF (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE, (NOA) MIAMI-DAP/II COUNTY, FLORIDA M1;'I'RO- 1)A1)E H AGLFR 13U11,1)1NG 140 \VI 1 1 AGI,ER <'TRV E'T, SUITE, 1603 MIAMI, 2 1..ORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 P(:T lndustr•ies 1090 Technology Drive Nokomis, FL 34275 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 Dadc County and other areas where allowed by the Authority Having Jurisdiction (A1 -1.1). This NOA shall not be valid after the expiration date stated below. The Miami -Dadc County Product Control Division an Miami Dade County) and /or the. AHJ (in arcas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material tails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the MU may immediately revoke, modify, or suspend the use of such product or material within their jut isdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dadc 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 llurricane Zone of the Florida Building Code. DESCRIPTION: Series "SI1 -701" Alaorninaonr Single Flarng' ' ndow Impact and Non-Impact ` APPROVAL DOCIJMII!,.NT: Drawing No. 4032, titled "Aluminum Single Hung Window ", sheets 1 through 8, prepared, signed and scaled by Robert L. Clark, 1'.1:., dated 4/17/02, bearing the Miarni -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 and Non-Impact LABELING: Each unit shall bear a permanent label with thc 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 cr change in thc 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 # 01- 0109.01and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0419.13 Expiration Date: Februa ry 25, 2006 Approval Date: May 23, 2002 Page 1 SNOP (DRAWING REViEIN RAM DESIGN, ARCHITECTAL PLANNERS NO EXCEPTIONS TAKEN Mo'' REJECTED 0 APPROVED WITH COMMENTS 0 RE-SUBMIT O REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS Markings or comments shall not be construed as relieving the CONTRACTOR from compliance with the project plans and specifications, nor departures therefrom. The CONTRACA remains responsible for details & accuracy, for confirming and correlating all quantities, Lab conditions and dimensions, f©7 selecting Cad proosesoe, Cor techniques of assernh ?y and constr../ 'ors, anw for performing his work in a ”feynanner. • DATE. 3d mo o• ITEM 1 2 3 4 5 SASH TOP RAIL 6 7 8 9 10 _ 11 12 13 14 15 16 17 18 19 20 21 22 DESCRIPTION FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH BOTTOM RAIL SASH SIDE RAIL GLAZING BEAD WEATHERSTRIP — VINYL BULB 3/16" ANNEALED GLASS 3/16" ANN. GLASS V / /DUPONT 457 FILM 1/4" TEMPERED GLASS #6 x .750 PHIL. PN. HD. SWEEP LATCH # x .625 PHIL FLT. HD. WINDLOAD ADAPTER # x .375 PHIL. P.H. TEK WEATHERSTRIP — VINYL BULB \SASH SASH TOP GUIDE SCREEN BALANCE COVER BALANCE 23 WEATHERSTRIP — PILE \FINSEAL 24 SASH FACE GUIDE 25 #6 x .500 PHIL. FLT. HD. 26 SASH STOP 27 #8 x 1.000 PHIL. P.H. SMS 28 , SILICON 29 (WEATHERSTRIP — VINYL BULB \SASH V.T. VENDOR VENDOR # 612225 ALUMAX EXTRUSIONS 612226 ALUMAX EXTRUSIONS 612227 ALUMAX EXTRUSIONS 612228 612229 612230 612231 612234 6TP247K 7658PFAA 7858WN 612236 78X38PPT 6TP249K 61062W 70251 76X12FPAW 612244 78X1PPA 62899 6TP248K ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS TEAM PLASTICS PPG. LOF LAM. BY ROMAG. VERICOM PPG. LOF AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. TEAM PLASTICS MASTER TOOL VINYL TECH.\PCT WYBORG CALDWELL MANUFACTURING INC. SCHLEGEL CORP. MASTER TOOL SCHERER INDUST. PRODUCTS ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. DOW CORNING TEAM PLASTICS AF -12225 AF -12226 AF -12227 AF -12228 AF -12229 AF -12230 AF -12231 AF -12234 TP -247 PGT.214.XX AF -12236 TP -249 7 —M10 -344 5TAVE FS7826— 187 7 —M10 -251 AF -12244 899 TP -248 76.000 MAX. 53.125 MAX. ELEVATION NON— IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) Ut SIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1533 /ea NON— IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEE 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) Sh'UTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 I INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Roved By FK 1 Raved By 1 Fie Date: I Revisions: 4/16/02 ADD SENTRY GLASS CA bate ,1•!,101 Revisions: D'nision 1 R.S. p 1/27/96 ELEVATION, NON— IMPACT PRODUCT REVISED as complying witb the Florida Bolding Code Acceptance No .ey 19 Eepirntlon On iy I 4 nu.: ALUMINUM SINGLE HUNG WINDOW Control / Series/Model; Scale. ; Shoot. SH - 701 j NTS i 1 at 8 °rowing No. 4032 Re, 0 DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. W/ SENTRY GLASS ALL SIZES TO 53.125 WIDE x 76.000 HIGH NEG POS -60.0 _ 60.0 - COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A W/ SENTRY GLASS WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 NEG POS NEG POS NEG POS NEG POS 37.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 40.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -56.7 56.7 44.000 -60.0 60.0 -60.0 60.0 -58.2 58.2 -51.7 51.7 48.000 -60.0 60,0 -60.0 60.0 -53.0 53.0 -47.3 47.3 53.125 -60.0 60.0 -58.2 I 58.2 -47.2 47.2 -42.6 42.6 76.000 MAX. 53.125 MAX. ELEVATION I " Robert L. Cork, P.E. PE 6 Stn. morn', LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED N/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL 1531 FliLm INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: I Dote: FK i 4/16/02 Iii ti�a Rev I Dle a j01 P.O. BOX 1529 Series/Yodel NOKOMIS, FL 34274 S,H - 701 Revisions: ADD SENTRY GLASS CA, Revisions. Scalar Sheaf. NTS 2 of 8 PRODUCT REVISED as complylog with the Fteeioo Bolding Code Acceptance No D /- b419 .0 3 Expiration D - 1.5 2006 I 8 ml Dade Product Dm. By: R.S. ELEVATION, IMPACT 779 e, Date: 1/2 7/96 ALUMINUM SINGLE HUNG WINDOW eq No. 4032 Rev: D 76.000 MAX. 34.500 DAYLIGHT OPENING MAX. r ROUGH OPENING ROUGH OPENING 21 VERTICAL SECTION ROUGH OPENING 34.500 DAYLIGHT OPENING MAX. ' —•.'i bsJ' 1 sima 2.710 48.250 DAYLIGHT OPENING MAX. — "X" 49.562 DAYLIGHT OPENING MAX. — "0" 3/16 ANNEALED GLASS 3/16" HEAT STRENGTHED OR TEMPERED NOTES: 1) CORNER CONSTRUCTION: } FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE /MOREHEAD #5504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED WITH (2) 18x1" PPH SMS 2.330 2) WEEP HOLES: (2) 1/2" WEER NOTCHES AT ENDS OF SILL SCREEN RETAINERS / / // / 7(fr` 0/e 53.125 MAX. HORIZONTAL SECTION 3 16" ANN GLAZING OPTIONS la INDUSTRI U ROUGH OPENING : 1 : e 3/16" HEAT STRENGTHENED W /DUPONT FILM — (457) INTFRIOR SIDE 1/4" TEMPERED GLASS Rend By: FK Dote: 4/16/02 Rend By: Ft/ Revisions: ADD GLASS OPTIONS Data: Revisions: /4 /01 • Iltvi.im. Drowr. By: R.S. Date ' 1/27/96 SECTIONS & GLAZING OPTIONS TiUc: PRODUCT REVISED et complying with the Florida Bolding Code AcceptanceNo OZ. d' I £.r7 Esplratiga Dater lm6 1 1070 NOKOMIS, FL 34275 ALUMINUM SINGLE HUNG /11NDO // P.O. BOX 1529 S,r :co /NNW: 1 Scot,: Sn „t: Drawing N,. Rcv: NOKOMIS. FL 34274 $1 701 j NTS 3 a, 8 4032 0 .737 .490 — .062 2.784 2.27 --�1 O ALUM. 6065 -75 .062 ' t 7.707 ALUM. 5065 -754 ALUM. 60E5 -75 .705 A kw-- 2.325 n _•..... -..14— .062 iUV LSZf�. 1 -.1- - 1.350 -,I44-1 ALUM. 6065 -75 O 1.969 1.123 2.710 1.523 .062 P.O. BOX 1529 NOKOMIS, FL J4274 ALUM. 6065 -75 1.165 .4141-40-- O ALUM. 6065 -T5 !NDUSTR ES 1.023 ALUM. 6065 -75 Revsd By: !Dote: Revisions: FK I 4/16/02 ADD SENTRY GLASS CA Revsd By: f Date: Revisions: FK 1/4/01 ■ Ordwn Br ate R.S. ` Description: 1 EXTRUSION PROFILES Title: ALUM. 6065 - 754 Sexes /Model: !Scale: I Sheet: I ()rowing No. sH -701 NTS ! 4 of 8 ! 4032 PRO04CT REVISED m complying with the Florida 8uiding Code Aectptance Nutt O1l7,11 E:plrutioo Datectd, tv. LS ami, ttr ^1 �. i.. trot (*him 1070 TECHNOLOGY NOKOMIS, 7a 42 5 ALUMINUM SINGLE HUNG V /INDO %/ Rawl COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED NOTES: 1.) Numbers in O parentheses are quantity of anchors per side. FTL -1536 MAX. SIZE 53.125 x 76.000 ASTM 01300. Smallest Fasteners Pressure (Total of 4 anchors at each meeting rail) FTL -1536 COMPARATIVE ANALYSIS FOR GLASS: 3/16 ANNEALED NOTES: 1.) Numbers in ( 1 parentheses are quantity of anchors per side. ASTM 01300 Pressure. at each meeting rail) MAX. SIZE I i 53.125 x 76.000 Larger Fasteners FTL -1536 2.) Negative Design Loads based on Comparative Analysis and Glass Table 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) N3mbers are for 010 screws or 3/16' Tapcons. 5.) (2) Anchors 4" apart. 4 " from each side of meeting rail are required. Anchors 6" from each corner and as follows: Max. spacing at head & s.II = 14" Max. spacing at jambs = 74" 2.) Negative Design Loads based on Comparative Analysis and Glass Table 3.) Positive Design Loads based On Comparative Analysis and Water Test 4.) Numbers are for 912 screws o• 1/4" Tapcons. 5.) (1) Anchors 4" on each side of meeting ra is requ red. (Total of 2 anchors Anchors 6" from each comer aria as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" Window Width Window Height Window Width 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) Window Height 26.000 (12) 38.375 (12) 50.625 (12) 63.000 (16) 76.000 (16) 26.000 (6) 38.37518) 50.825 (8) 63.00018) 76.000 (12) neg pos nag pos neg pos nag pas nee I pos nag -120.0 -120.0 -120.0 -120.0 -120.0 DOS 69.3 69.3 69.3 69.3 69.3 neg 1 -120.0 1 -120.0 1 -120.0 -120.0 -120.0 pos 69.3 69.3 69.3 I 69.3 I 69.3 neg -120.0 -120.0 -120.0 -98.7 -84.8 pos I 69.3 69.3 69.3 69.3 69.3 neg I -103.3 I -92 6 -89.6 -80 3 -69 4 pos 69.3 69.3 69.3 69.3 69.3 neg 1 -79.7 1 -69.4 -66.0 J -61.5 -60.0 pas 69.3 I 69.3 66.0 61.5 60.0 19.125 (4) - 69.3 -120.0 69.3 -120.0 69,3 -103.3 69.3 -79.7 69.3 24.000 (4) -120.0 69.3 -120.0 69.3 -120.0 69.3 -92.6 59 3 -69.4 69.3 26500 (8) -120.0 69.3 -120.2 69.3 -120.0 69.3 -69.5 693 -66.0 66.0 32.003 (6) -120.0 69.3 -120.0 69.3 -98.7 69.3 -80.3 69.3 -61.5 6'.5 37.000 (8) -120.0 69.3 -120.0 69.3 - 84.6 69.3 -69.4 69.3 -60.0 60.0 40.000 (8) -120.0 69.3 -115.4 69.3 -79.2 59.3 - 64.7 64.7 -56.7 56.7 40.003 (8) 44.000 (8) 48.000 (8) 53.125 (8) -120.0 -'20.0 -'20.0 -120.0 69.3 69.3 69.3 69.3 -115.4 -107.6 -101.8 -93.2 69.3 1 69.3 I 69.3 69.3 -79.2 -71.3 -63.7 -59.2 69.3 69.3 63.7 58.2 - 64 7 -58.2 -53.0 -47 2 I I 64.7 58.2 53.0 47.2 -56.7 55.7 -51.7 51.7 -47.3 47.3 -42.6 4 2.6 44.000 (8) -120.0 69.3 -107.6 69.3 -71.3 69.3 - 58.2 58.2 -51.7 51.7 48.000 (8) -120.0 69.3 -101.8 69,3 -63.7 63.7 - 53.0 53.0 -47.3 47.3 42.6 53.125 (8) -120.0 69.3 -93 2 69.3 -58.2 58.2 -47.2 47.2 - 42.6 COMPARATIVE ANALYSIS FOR: GLASS: 3/15 HEAT STRENGTHENED are quantity of anchors Der side. OR TEMPERED MAX. SIZE 53.125 x 78.000 Table ASTM E1300. Smallest Fasteners Pressure. (Total of 4 anchors at each meeting rail) FTL -1536 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED are quantity of anchors per side. OR TEMPERED Table ASTM E130C. Pressure. at each meeting ra VAX. S'ZE 53. x 76.000 Larger Fasteners FTL -1535 NOTES: 1.) Numbers In O parentheses NOTES: '.) Numbers in ( 1 parentheses 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based cn Comparative Anayss and Water Tes: 4.) Numbers are for 910 spews or 3/16" Tapcons. 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required. Anchors 6' from each corner and as follows: Max. spacing at head & sill = " 4" Max. spacing at jambs = 14" 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) P05tive Design Loads based or Comparative Analysis and Water Test 4.) Numbers are for 912 screws Or 1/4" Tapcons. 5.) (1) Ancnors 4" on each side of meeting rail is required. (Total of 2 anchors Anchors 6' from each corner and as 'allows: Max. spacirg at head & sill = "4" Max. spacirg at jambs = 14" Window Width Window Height Window Width Window Heigh 25.000 (12) 36 375112) 50.625 (12) 63.000 (16) 76.000 116) 26.000 (8) 38.375 18) 50.625 (8) 63.000 (8) 76.000 (12) nec ( pos neg 1 pas neg pos neg ( pos neg 1 Dos nee pos nea I pos nee 1 pos neg pos neq r Dos 37.000 (6) -135.0 1 69.3 -135.0 1 69.3 -126.3 69.3 -87.3 69.3 -80.0 60.0 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) -135.0 -135.0 -135.0 -135.0 -128. I 69.3 69.3 69.3 69.3 69.3 -135.0 -133.4 -117.9 -105.6 - 93.2 1 59.3 I 69.3 7 69.3 69.3 59.3 -126.3 , 69.3 -112.4 69.3 -98.1 I 59.3 -87.0 1 693 -76.0 1 59.3 -87.3 I -87.3 1 -87.3 i -76.6 i -66.1 i 69.3 69.3 69.3 69.3 66.1 -60.0 -60.0 -60.0 -60.0 -60.0 60.0 I 60.0 60.0 1 60.0 i 60.0 40.000 (8) -135.0 69.3 -133.4 1 69.3 -112.4 69.3 -87 3 69.3 -60.0 60 0 44.000 (8) -135.0 69.3 -117.9 69.3 -98.1 69.3 -87.3 69.3 -60.0 80.0 48.000 (8) -135.0 69.3 -105.6 69.3 -87.0 69.3 -76.6 69.3 -60.0 60.0 53,125 (8) -128.4 I 69.3 -93.2 I 69.3 -76.0 69.3 - 66.1 66. -60.0 50.0 REFERENCE TEST REPORT: FTL -1536 foi& INDUSTRC) S 1)4L-- ° NO, OMS ° 342 5 " � ALUMINUM SINGLE HUNG )/ /INDOV/ P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: I Dote: 1 Revielons: FK 4/16/02 ADD H.S. & TEMP. OPT! Raved By: 1 Date: ! R0,43:0115: Fn 1 /4 /VI ova: PRODUCT REVISED as complying wtt4 tec Fln:tm Bolding Code Acceytence N.., OZ- DYr,.13 Ec0r• toe - Craw,- jr 2006 Drown By: Dote: R.S. r 1/27/961 Description. COMPARATIVE ANALYSIS, NON- IMPACT 3/16 e-orior /Node!: Scot, 1 Shoo:: Drew :ny No. SH -701 NTS 5 ar 8 4032 Rev 0 1 x WOOD BUCK TYP. HEAD TYP. SILO 2 x WOOD BUCK TYP. HEAD 110 PANHEAD 3/16" TAPCON 1.250 -.250 MAX. � i t —y 1.250 I-- .250 MAX. TYP. JAMB 1 x WOOD BUCK P.O. BOX 1529 5erscs /Mode: NOKOMIS, a 34274 SH -701 MAX. -y 1.250 1-- TYP. JAMB Revsd By: Dote: Rovis;ons: FK I 4/16/02 ADD SENTRY GLASS CA 1 Ra FK I D1�4/01 R.: iii 1 Drown BY Dote: INDUSTI ES I DoaRcrp x1/27/96 'ANCHORAGE, 3/16 TAPCON OR 110 WOOD SCREW 2 x WOOD BUCK PRODUCT REVISED es complying xtth the Florida Bidding Code Aeeeptaace No 0 T -oV /9. /7 EopiretIoa Dote t 6 DcA I tJ2Gtn{ Do Pr?+<rod`C6at Dlvlston rue: 1070 TECHNOLOGY NOKONS, FL 3 ALUMINUM SINGLE HUNG V /INDOV/ Drawfrg No. Rev; Scale: r Shoot NTS 6 01 8 4032 D 1 TYP. HEAD TYP SILL 1/4" TAPCON ( � 112 PANHEAD 250 MAX. 11 1.250 2 x WOOD BUCK TYP. HEAD 112 PANHEAD TYP SI/ 4 1.250 .250 MAX.-- TYP JAMB INDUSTRIES .250 — — MAX. TYP. JAMB PRODUCT REVISED cc complying el Ittt the Florida Balding Code Acceptance N -o Y, 0. 43 Expirmion Mee A. GAnd Revsd By 1 Date: Revisions: FK 4/16/02 Ann SFJITRY Ci e55 C . A . � RerA 0 1 7 4/0 1 1 Reve n: Ike Pro 1 Draws By, Data: v R.S. b 1/27/96 1 ANCHORAGE, 1 /4 TAPCON OR #12 WOOD SCREW 1070 NOKO oS. FL 5 ALUMINUM SINGLE HUNG V/INDOV/ P.O BOX 7529 Series /Mock: 'Scale: I Sheaf growing No Rev: NOKOMIS, FL 34174 SH 701 I NTS i 7 c, 8 4032 0 COMPARATIVE ANALYSIS FOR: GLASS' 1/4" TEMPERED MAX. SIZE COMPARATIVE ANALYSIS FOR: GLASS: 1/4" TEMPERED MAX. SIZE NOTES: 1.) Numbers in () parentheses are quantity of anchors per side. 53.125 x 76.000 NOTES: 1.) Numbers in () parentheses a "e quantity of anchors per side. 53.125 x 75.000 2.) Negative Design Loads cased on Comparative Analysts and Glass Table ASTM E1300. Larger Fasteners, 3.) Positive Desigr Loads based on Comparative Analysts and Water Test Pressure. 4.) Numbers are for 412 screws 0. 1/4" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each comer ant as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" FTL -1533 2.) Negative Design Loads based on Comparatve Anaysis and Glass Table ASTM E1300. Smallest Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure 4.) Numbers are for 410 strewn or 3/16" Tapcons 5.) (2) Anchors 4" apart, 4" fron each side of meeting rail are required. (Total of 4 anchors at each meet ng rail) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" FTL -1533 Window Width 19.125 (4) Window Height Wincow Width Window Height 26.000 J8) 38.375 (8) 50.6250) 63.000 (8) 76.0001'2) 25.000J12) 38.375 {12) 50.625_(12) 63.000J18) 76.000 (16) neg I pos -190.0 1 700 nap -'90.0 p05 700 nag ! pos -190.0 ' 70.0 neq pos -154.9 70.0 neq -'19.5 pos 700 nap I pos neq - pos neq pos nag pos nap pos 19.125 (4) -190.0 I 70.0 -190.0 70.0 -190.0 70.0 -154.9 70.0 -119.5 I 70.0 24.000 (4) -190.0 1 70.0 -190.0 70.0 -190.0 70.0 -138.8 70.0 -104.1 I 70.0 24.000 (4) 26.500 (6) -190.0 -190.0 1 70 0 700 -' 90.0 -'90.0 70 0 700 -190.0 , 70.0 -190.0 I 70.0 -138.8 70.0 -134.4 70.0 -10 -99.1 70 0 70.0 26.500 (6) -190.0 1 70.0 -190.0 70.0 -190.0 70.0 -134.4 70.0 -99.1 70.0 32.000 (6) 37.000 (6) 40.000 (8) 44.000 (8) -190.0 -190.0 -190.0 -190.0 70.0 700 70.0 70.0 -'90.0 -'90.0 - -'76.8 70 0 700 700 700 -190.0 , -189.4 -168.5 -147.1 70.0 70.0 70.0 70.0 -131.0 70.0 - -131.0 70.0 -131.0 70.0 -13'.0 70.0 -92 3 -90.1 -90.0 -90.0 70 0 700 700 700 32.000 (6) -190.0 1 70.0 -190.0 70.0 -190.0 I 70.0 -131.0 70.0 -92.3 70.0 37.000 (6) -190.0 70.0 -190.0 70.0 -189.4 70.0 -131.0 70.0 -90.1 70.0 40.000 (8) -190.0 I 70.0 - 70.0 -188.6 I 70.0 -131.0 I 70.0 -90.0 70.0 4.4.000 (8) -190.0 70.0 : 76.8 70.0 -147.1 1 70.0 -131.0 I 70.0 -90.0 70.0 48.000 (8) -190.0 70.0 -'58.4 700 -130.5 70.0 -114.9 , 70.0 -90.0 700 48.000 (8) -190.0 70.0 -158.4 70.0 -130.5 I 70.0 -114.9 I 70.0 -90.0 70.0 53.125 (8) -190.0 I 70.0 -'39.7 70 0 -113.9 70.0 -99.1 70.0 -90.0 70 0 53.125 (8) -190.0 70.0 -139.7 70.0 -113.9 1 70.0 -99.1 I 70.0 -90.0 70.0 - REFERENCE TEST REPORT: FTL -1533 PRODUCT REVISED as complying alts the Salida Blurting Code Acceptance Nodl - sY/ /7 Expiration Dale - tRE Re By: I Dote: ' Revisions: A L^ 4/';15//u2 iJPC/1IE COMP. ANAL. ,7j,��Q ,.4Pnrdccf Rested By: Date: Revisions: Division FK 1/4/01 Drswn By: Dah R.S. b 1/ COMPARATIVE ANALYSIS, NON - IMPACT 1 /4T 1070 NOKOMiS, F 34275 ALUMINUM SINGLE HUNG 'V /INDOV/ P.D. BOX 1529 Serer /Model: 'Scow Sheet: ! Ororing Ne Rsr. NCKOMIS, FL 34274 SH -701 NTS , 8 of 8 4032 O BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable niles 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 (Al-I.1). This NOA shall not bc valid after the expiration date stated below. The Miami -Dade Cour.ty Product Control Division (In Miami Dade County) and/or the AiIJ (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 manncr, thc manufacturer will incur the expense of such testing and the AH.1 may immediately revoke, modify, or suspend thc usc of such product or material within their jurisdiction. BOR A 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 thc High Velocity Hurricane Zone of the Florida Building Code. / DESCRIPTION: Series PW -701 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window ", sheets 1 :hrough 8 of 8, prepared, signed and sealed by Robcrt L.Clark, P.E., dated 8/22/01, 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: Non - impact & 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 bc 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, usc, 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 manmfacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01-0102.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACI,ER STREET, SUIITE 1603 MiAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA Na 02- 0701.07 Expiraliou Date: Seplknrber 13, 2006 Approval iDate: July 12, 2002 Page 1 SHOP DRAWING REVIEW RAM DESIGN, ARCHITECTS PLANNERS NO EXCEPTIONS TAKEN lW REJECTED ❑ APPROVED WITH COMMENTS ❑ RE- SUBMIT ❑ REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS Markings or comments shall not be construed as relieving the CONTRACTOR from compliance with the project plans and specifications, nor departures therefrom. The CONTRACTOR remains responsible for details & accuracy, for confirming and correlating all quantities, job conditions and dimensions, for selecting f•::: f a i• •rocesses, for techniques of assembly and con n, and f • r performing his work in a safe mann r. BY. :, < DATE: HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. FULL CIRCLE 060" Maximum Areo 19.64 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W /INTERLAYER DUPONT BUCACITE PVB 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENED /090/3/16" HEAT STRENTHENED LAMI) +36.0 PSF & —36.0 PSF (3/16" ANNEALED /.090/3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" ' 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM. WELDED 7.) REFERENCE TEST REPORT: FTL -2797 ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. Robert L. Qark. P.E. PE 439712 Structural I� INOJST'UES 7070 TECHNOLOGY DANE NOKOMIS, FL 5 { B Omen 9y: F.K. Folio: ARCH. 48" X 96" Maximum Area 30.28 sq. ft. PRODUCT REVISED =complying with the Florida Dnlding Code paptao:No Q "O Expiration Date / Ob Min Product Control DF is/oe I Revad BY.IDole: 1 Soden/ModN: Scale, P.O. BOX 1529 NTS FL 54274 PW -701 I NTS Re■aona. 8/1 3/01 I REDRAWN ELEVATIONS, 7/16 LAMINATED GLASS ALUMINUM FIXED WINDOW Sheet 1ar8 Dra my B DETAIL C SEE SHT. 7 APPROVED AS COMPLYING VATI7 711E SOUTaIDl W "1BW ®�OOE OA I J LV BY PROD CT OSTROLOM510 gU ".ONG CODE COMPLIANCE OFFICE ACCEPTANCE N0CI L l No. 4231 Row CI QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 96" x 48" Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Areo 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L. Cark, P.E. PE 439712 — SJ'ruc ur'11 40" T 7070 TECHNOLOGY DRIVE NOKOMIS, FL J EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. Drown By: DereAn6on: F. K. 5elietAIoda P.O. BOX '729 NGKO015, FL 34274 PW - 701 RECTANGLE 48" x 96" Maximum Area 32.00 sq. ft. D "` 8/13/01 REDRAWN -1 PRODUCT REVISED to complying 7Ith the Ft,rlda OPPling Code Accepts= No 02 -0 701.07 Expiration Date O941 !,L .' Waal Dads Product Contra/ Pin 1 ELE' /ATIONS, 7/16 LAMINATED CLASS rde: !ALUMINUM FIXED WINDO// APDRO'FEO AS CONOLYING WI'H ThE SOUTH F Viet q .,...NS6000E DA "a 3 ` ^l:I BY P1001 .CONTROL7N'SIO B'J:LC'NG COOE COVPUANCE OVICE nrrCOTh7 "c^'n(1 %." C-2• !Seele• SAoat: 1 Dnw'ng No. I NTS 2a 8 ; 4231 c HEXAGON 60" BETWEEN FLATS Moximum Area 21.55 sq. ft. FAN 120" x 55" Moximum Area 35.20 sq. ft. NON— IMPACT WINDOWS 1.) GLAZING. 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 72.000" 5.) SHUTTERS REOUIRED AT ALL INSTALLAT IONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763, 2780 & 2816 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. Ruben L. Clark, P.E. PE 034712 Structural 1070 71 DRIBS NOKOMIS. FL .34275 B Oro ern B F.K. Description. A--� ARCH. 60" x 120" Maximum Area 47.32 sq. ft. PROUL'CT REVISED �e Code Acceptant. Aonptante No 02 0?0/.01 6apiratloa Date O( MN mi rh0e Ptodoct Control Chigoe 00!` 8/13/01 REDRAWN ELEVATIONS, 3/16 TEMPERED GLASS Title. ALUMINUM FIXED WINDOW DETAIL C SEE SHT. 7 APPROVED AS COMPLYING HMI THE SOUTH FLORIDA BUILDING CODE O BY PR00•C7 elle- 4TROL DIVISION 8U10., '0 CODE COMPLIANCE OF CE t -C77(1 P.O. GOY 1549 he .rat Senaf/uacer Scale. I Set: t Drawing No. 'Re✓: 1 C NOKO.M/S, 11 34274 � PW -701 I NTS 1 30 8 , 423 7 QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRC1 F 120" x 60" Maximum Area 39.27 sq. ft. NON—IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. Robert L. Clark, P.E. PE #39712 30' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 EYEBROW 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" OCTAGON Maximum Area 50.00 sq. ft. 60" x 60" Maximum Area 20.71 sq. ft. rtle: Re Yo0 ey.rote: 1 Revisioos: ALUMINUM FIXED WINDOW PRODUCT HEVISEV na complying with the Fiorillo Code Aoceptoacc No ; Expiration Mt:Wag& tftat Dade .wad act Control Eihehtfact Senes/Model: I Sco'ar - 5he■t 1 C,oeO No NO !7 2 74 i Pw —701 NTS , 4 of 8 4231 !How r t t AP.ROVE0 AS COMPLYING WITH THE SCUTH FIg3i0A 6 wLoiltriou - e • SY FRODI VTR OL DIVISION 6 • v COOS. COMPLIANCE OP 4.E F.K 0o1 `a/ 3/01 REDRAWN INDUSTirir 'ELEVATIONS, 3/16 TEMPERED GLASS b MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 2x WOOD 1 - 1/2" MIN. BUCK } � T La sH,M SPACE MAX. §12 PAN HEAD WOOD SCREW 7/16" LAMINATED OR 3/16 TEMPERED GLASS j -1/4' SHCJ MAX. 11 • I!4 / ''�•1Ii 1-1/4" MIN. SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD 3/16" HEX HD. TAPCON OR 3/16" FLAT HD. TAPCON (C'SINK REO'D) NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL -2763, F7L -2780, FTL -2797 & FTL -2816' Ze /sl Robert L. C'ark. P.E. PE 439712 SII'uCtura' J/16' HEX HO. TAPCON / 7 — OR 3/16" FLAT HD. TAPCON (C'SINK REO'0) MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B —B TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE 1070 TFCH.VOLO.Y DRIVE NOKOMIS. FL J4275 Dra.n ay F.K. 1 1 REDRAWN :SECTIONAL & ANCHORAGE VIEWS Title. 1/4" SHIM SPACE PRODUCT REVISED as complying with ebe Florida Bpblog Code Acceptant No OW) Eaplradav DAN I1ada Product Coto& lAls(rioe Raved ay.10ate. I Revietone, ALUMINUM FIXED 'f /INDO' // Set■ee /mod4: 1 Sccte: S'+eet: 'Oroteng No NOKOMIS. t J4274 PW -701 ! NTS 5ot 8 I--• 1 x WOOD BUCK 4231 7 I/e MIN. Ao:FCVE0 AS COMPLYING µ11H THE SOUTR FFLCR BUILDING CODE OA c d BY °R00 .T t ROL OMSION ACC € =TANG€ RO.O L OI C■7. • C•1 C 1 .688 062 ---II. A PV/-701 U- CHANNEL GLAZING BEAD .500 MK. 1 2 3 4 5 6 7 8 9 10 PART / 612242 6533402 7834 62899C/62501C 61412K 628V1510 6SM55W SEE NOTE 7PWSW 11 SEE NOTE DESCRIPTION BILL OF MATERIAL FRAME HEAD, SILL & JAMB VENDOR 6063 —T5 U— CHANNEL GLAZING BEAD 6063 —T5 //8 x 3/4 PN. PH. SMS SPENCER OR = SILICON BACK BEDDING DOW /G.E. OR = CLOSED CELL FOAM TAPE FOR 3/16 GLASS TAPE SPECIALISTS OF FL OR = CLOSED CELL FOAM TAPE FOR 7/16 GLASS ! TAPE SPECIALISTS OF FL OR = SEAM SEALER SCHNEE /MOREHEAD OR = 3/16 TEMPERED GLASS TRIPLE DIAMOND GLASS OR = 7/16 LAMI (.187H5/.090/'. 187HS) TRIPLE DIAMOND GLASS OR = /6 x 7/8 FL. PH. TEK SPENCER OR = 7/16 LAMI (.187A/.090/.187A) TRIPLE DIAMOND GLASS OR = VENDOR / AF— 12242 AF- 533402 SM5504 .062 2.784 PV/-701 FRAME EXTRUSION 1.500 7 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER VISIBLE LIGHT CALCULATION A 'V'JH WINDOW V/IDTH "TIP TO TIP" — 3.00 WINDOW HEIGHT "TIP TO TIP" — 3.00" v I Hobert L. Clark. P.E. PE 0 39712 Structural INDUSTROIES • 1070 TECHNOLOGY DRIVE NO140,45, FL J4275 Atle Ororn By: F. K. !Revel By : ' Rev :xiene: Dore: 8/1 3/01 WW !REDRAWN EXTRUSION PROFILES & B.O.M. ,ALUMINUM FIXED 'NINDOW S<nes/Uo&el: !Scale: t SAect: I D.o.ing N.. NOKOMIS. 71 PV/ -701 NTS 6o' 8 PRODUCT REVISED coaPl)iag with do Perks Balding Code Accept....Ro 02- Q }O 1.0 Expiration Dat.G. N�l rn' D.de Pm.% Contra! itiAn APP,O\ cD AS COMPLYING WITH P FLORIDA BUILDING CODE OAIE tG rrGG CT .'1ROL DVISION EULD NG CODE COMPLIANCE 6,PP V7.7 = >rne = 17 0 l - 0107. Rey: 4231 C —�) .090 INTERLAYER 3/16' ANNEALED —® — I Is I-..-3/16" ANNEALED or 3/76" HEAT .090 INTERLAYER STRENGTHENED —� 3/16' HEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS SILICON REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 L Robert L. CI!(.k. P.E. PE 439772 Structura: —�j 3/16' TEMPERED TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS INDUSTRIES as Fiords DA�ptuuce p.07 Eapinttou Dat � I MFaro Dade Product Coated Dirtston Revsd Oote• 1 Rews'ons: Dro•n sy F.K. I � REDRAWN ' Desc>:Ption: GLAZING & CORNER DETAIL T n.. ALUMINUM FIXED WINDOW DETAIL C TYP. 90' CORNER CONNECTION APPROVED AS COMPLY: ,G N1TH THE SCJTH FLOi•DA DOILDING CODE OA EY PRCC CT • e,NTRCL DIVISION e�•. :rG COLE CO�MPL' r.€ ANCE Or r.€ / 40y L 01O7. 01 1070 TECHNOLOGY DRIVE NOXOM.'S. FL 34275 Series /Model: 1 Scale: I Sheet. 1 Dro• "q No. NOKOMIS. BOX 1529 J9274 I PW -70 1 • NTS Tar 8 4231 Window Heights Window Widths 19.125 24.000 126.500 37.000 148.000 60.000 97.000 111.000 120.000 26.000 135.00 , 135.00 135.00 ' 135.00 135.00 135.00 ' 135.00 122.90 112.60 39.000 135.00 i 135.00 135.00 135.00 135.00 135.00 79.40 t 70.00 66.10 51.000 135.00 ' 135.00 135.00 135.00 90.50 80.30 77.40 ` 63.00 55.90 60.000 135.00 i 135.00 135.00 135.00 90.50 58.00 58.00 i 58.00 57.40 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 2.) Positive Design Loads based on Comparative Anolysis and Water Test Pressure. 3.) Numbers are for x/12 screws or 3/16" Topcons. 4.) Anchor maximum spacing: 12" Negative Design Loods Positive Design Loads Window Heights 79.125 1 24.000 i 26.500 1 37.000 25.000 100.00 100.00 100.00 1 100.00 1 3 9.0 00 100.00 1 100.00 10 0.0 0 51.000 100.00 100.00 100.00 100.00 ' 60.000 100.00 ; 100.00 100.00 100.00 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, & 2816 Window Widths 1 48.000 100.00 1 100.00 1 90.60 1 90.60 60.000 100.00 100.00 80.30 58.00 Robert L. ark. P.E. PE 039712 Structural 97.000 100.00 1 79.40 77.40 58.00 111.000 1 120.000 100.00 70.00 63.00 58.00 1070 TECHNOLOGY DRIVE NOKOMIS, 71 34275 100.00 1 66.10 55.90 57.40 ree: 1 Revsd ey:Oote: Renmona: Drown By: Dpte F.K. 8/13/01 REDRAWN ALUMINUM FIXED WINDOW PRODUCT REVISED a, tewPIYla8 MU, Do PIM& &Win Code Aaepe e 0701. Expl .t .Dote D de n L pet --1 t Drrbloo APPROVED AS COMPLYING WITH THE S0U1F; FLOR•DA BURD'H . OOE DA • EY PR02' ..T Ce4TROL O'VISt04 R ._ COE_..... -.. n,;cuefCE 4 9 Ol. OIOL-Ot Oescnption: COMPARATIVE ANALYSIS, NON- IMPACT 1 Seeiee /I oriel: !Scow Spent 1 orowi,' Ne. P.O. 1529 NOKOMIS, BOX ]4274 PW -701 NTS 8or 8 4-231 Rev C ' M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 01170 Technology Drive Nokomis, FL 34275 MIAMI -DA DE 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 Dadc 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 perforni in the accepted manner, the manufacturer will incur the expense of such testing and the AJ/J 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 "FD -101" Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with revision E dated 7/31/02, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 renews NOA # 01- 0417.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0625.01 Expiration Date: July 22, 2007 t" Approval Date: August 22, 2002 Page 1 SHOP DRAWING l iMEW RAM DESIGN, ARCHITECTS4 PLANNERS NO EXCEPTIONS TAKEN J/ REJECTED APPROVED WITH COMMENTS 0 RESUBMIT D REVIE'.'J IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS Markings or comments shall not be construed as relieving the CONTRACTOR from compliance with the project plans and specifications, nor departures therefrom. The CONTRACTOR remains responsible for details & accuracy, for confirming and correlating all quantities, gob conditions and dimensions, for selecting fa�rEcatiorb processes, for techniques of assembly and c' _ ±.on, and for performing his work in a S/ r •r. COMPARATIVE ANALYSIS FOR: X CONFIG. WIDTHS HEIGHTS 80.000 (7) 84.000 (7) 95.500 (8) 24.000 (2) NEG -102.6 -96.9 -83.6 POS 60.0 60.0 60.0 30.000 (3) NEG -85.8 -80.9 -69.4 POS 60.0 60.0 60.0 37.500 (3) NEG -60.0 -60.0 -60.0 POS 60.0 60.0 60.0 COMPARATIVE ANALYSIS FOR: XX CONFIG. HEIGHTS WIDTHS 80.000 (7) 84.000 (7) 95.500 (8) 48.000 (6) NEG -102.6 -96.9 -83.6 POS 60.0 60.0 60.0 60.000 (8) NEG -85.8 -80.9 -69.4 POS 60.0 60.0 60.0 71.750 (8) NEG -60.0 -60.0 -60.0 POS 60.0 60.0 60.0 NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM QUANTITY OF ANCHORS PER SIDE --1 - -3/16" TEMPERED. GLASS O SILICONE 7/16" GLASS BITE � I 95 /2" MAX. HEIGHT 36" T - ' 13" MAX 0 C. \ 6" VAX. 6" MAX. 37 '/2" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING 2 POINT LOCK OPT'ON 21 x 7 7 7 7 7 7 7 7 7 7 1 77 7 7 It 13" MAX. 0.C. TYP. HEAD & SILL L � TYP. BO - H JAMBS 13 1/4" - HINGE CENTERLINE 13 1/4" HINGE CENTERLINE 8 5/8" MAX. DAYLIGHT OPENING 47 3/ HINGE CENTERLINE IS REQUIRED. 95 /2" MAX. HEIGHT 13 1/4" HINGE '_OC t / t li II 3 1/4" I HINGE CENTERLINE - TYF. BOTH JAMBS i 6" MAX. -- 13" VAX. 0.C. TYP. HEAD & SIL_ \'ON- 'MDACT DOORS 1.) GLAZING: 3/' 6" TEMPERED 2.) CONFIGJRATIONS: X, XX 3.) DESIGN PRESSLRE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E '300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4 .) ANCHORS: HEAD & SILL: MAX. 6" FROM CORNERS. (XX ONIY) MAY F," & 10" ON EA CI „D_ OF N1 EET nu KA''_ CE4TER_'NE. MAX. 13" SPAC'NG. JAMBS: VAX. 6" =ROM CORNERS. VAX. 13" SPACING. (STAGGERED - SEE SHEET 4) 5.) M'AMI -DADE COUNTY APPROVED F'URR'CANE PRO EC - IVE UN T 6.) SEALANT TO BE APPLIED AROLNO "RAVE & PANEL CORNERS, DEAD BO _T & -EVER HANDLE. 7.) RE'ERENCE TEST REPORT: FTL -2333 8.) SEE SHEET 2 FOR SECTION DETAILS. 7' 3/4" MAX. WIDTH 25 1'/16" I-- MAX, DAYLIGHT - J. OPENING 4 .Y 7 II 7 7 7 i 7 it >7�410 1 i 44 7/e/ 6L Robe rc Clark, 0.E. >- 39-12 ctural 1 G•� 7 / 13" MAX. �C 6" MAX. 47 3/4" H'NGE CENTERLINE TYP. BOTH JAMBS TYP. BOTH JAMBS ANCHORAGE DETAIL SEE NOTE 4 INDUSTRIES F.O. 90X 1529 NOKC.MIS, FL 34274 13 1/4" H'NGE r r CENTERLINE I TYP. BOTH I I JAMBS 84 5/8" MAX. DAYLIGHT OPENING F. K. Reuse By: F, K. >e0 .8.' Drown By. D.B. Description: Tine: GLAZING BEAD GLAZING DETA'L 1 7/31/02 IE -ADD ANCHOR LOC. Date ReNsions: 01/28/02 , , , lo o 5 & TARI F ' Kenaian9: -� 11/17/00 ADD 2P LOCK Date: 9/ EXTERIOR ELEVATIONS - X & XX NOKOMIS, F_ TECHNOLOGY 2 OR ALUMINUM FRENCH DOOR Apprw cd as o,0 Plylr a .ith the Florida &$diog Code Dat ,[ " Nn. Conhol «y �� l Pfiam Des Product Dlvtakn By r /ies /Model: Seale. 'Sheet: I Drowing No FD -101 NTS 1 or 5 944 EXTERIOR 95 1/2" MAX. HEIGHT Adak 93 5/8" OVERALL PANEL HEIGHT 84 5/8" .MAX. DAYLIGHT OPENING VERTICAL SECTION Robot Clark, P.E. PE #39712 Structural EXTERIOR 71 3/4" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING TYP. (2) 68.264" OVERALL PANEL WIDTH HORIZONTAL SECTION - XX CONF'G. EXTERIOR 25 r/36" M DAYLIGHT OPENING 37 1/2" MAX. WIDTH HORIZONTAL SECTION - X CONFIG. P.O. BOX 1529 NOKOMIS, FL 34274 F.K. ' Rovsd By: Date: Revisions F.K. U7 / 78/02 NO CHC THIS SHT Resod By: Do e: Revisions: D.B. 11/17/00 ADD 2P LOCK Drown By: D.B. Description: Dote: 9/5/97 SECTIONS rtre: 10 NO OMS, L ALUMINUM 34275 DOOR Series /Model: FD -101 INACTIVE PANEL 7/31/02 1E—ADD MAX. D1M.S Scots: I Shoot: NTS I 2 er 5 Aanroved as eamuiv;n_ ."r... i� cr�a• e Date " 514 . C NOAq 22 Miami Dade Product Di' do 13y Drowinq No. 944 Rev 7 /4// Z Robed L. Clark, P.E. PE 83'9712 Structural T ■ INDUSTRIES 1070 TECHNO_OGV DRIVE N0<OMIS, F_ 34275 °.0. BOX 1529 NOKOMIS, FL 34274 L2 POINT LOCK 0PTI0 \J F.K. Rend By: Re $y: D.B. Drawn By: D.B. 7/31/02 E -NO CHG THIS SHT Date: 01/2 ./02 NO CHG THIS SHT Da.o RLWiDiana: 11/17/06 ADD 2P LOCK Date: 9/5/97 GLAZING DETAIL & EXPLODED VIEWS Title: ALUMINUM FRENCH DOOR Soriea /i✓odel: FD -101 Scale NTS Sheet: 3 at 5 Approved as moptyiag with the ri.._ . e Code NO Dnte l� 4/ ` r t/ Miami Dade Product Ct•Ce! Di Oro wing No. 944 Rov: 1 1/4" N. f \_\ TAPCONS (SEE NOTE 2) 3/16" OR 1/4" W/ #12 HD TYP. 1 EAD x WOOD BUCK r MAX 1 /2" MIN. 001111 41 11111111 I /1111- #10 WOOD SCREW 'ANCHOR FASTENERS ARE STAGGERED N JAMBS MIN. 2x WOOD BUCK 1 1/4" MIN. TYP. HEAD MIN. 2x LE\ WOOD BUCK t 1/4" ;MAX ITEM 1 2 DOOR PANEL, JAMB (AL. 6063-75/.062 WALL) 3 DOOR PANEL, ASTRAGAL (AL. 5063-T5/C62 WALL) 4 .250 x .187 FINSEAL STRIP 5 WSTP CHANNEL (AL. 6063-75/.050 WALL) FRAME ,:AMB (AL. 6063-T5/.050 WALL) FRAME HEAD (AL. 6063-'5/.052 WALL) 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 30 31 DESCRIPTION PGT# OTY. LOCATION DOOR PANEL, HEAD/SILL (AL. 5063-T5/.062 WALL) 60375 TRUSS CLAMP (AL. 6063-75/.062 WALL) STICO NE OUTSW. THRESHOLD (AL. 6063-T5/.050 WALL) 5/16x18 THREADED ROD STRIKE PLATE STRIKE PLATE INSERT #10x3/4 SCR. FLT. HD. PHIL HINGE ASS'Y. #10x1 FLT. HD. PHIL 23 #8x1 1/2 SCR. PN HD. OUAD. 24 #5 x 5/8 Ph. Fl. SMS #6x3/4 FLT. HO. PH'L. 26 27 28 .375 x .190 CLDN .200 x .190 OLON 29 3 POINT LOCK ASS'Y. LOCK (ACTIVE) LOCK (DUMMY) 32 DEAD-30LT LOCK 33 3/16" TEMPERED 34 SEAM SEALER 35 2 POINT LOCK OPT'ON 60376 60377 67924G 60379 60380 6041 1 62899C 61069 2 (1) 2 (') 2 (') 8 (4) 4 (2) 2 (2) 1 (1) 1 (1) STRODA 4 (2) 5/' 6x1r 6 TRUSS WASHER 7WASHA 8 (4) (2/ea. door top & bot. rail) 5/16x18 TRUSS NUT 7JNUTA FRAME SCR. COVER CAP 41722W 503751.4 8 (4) (2/ea. door top & bot. rail) 7FRSPX 41721 71034A 7FRMOW 710X'W #10x1/2 FLT. HD. PH'L. 710X12PPW TOP /BOTT. SLIDE BOLT LOCK 41720 #5x ' /2 FLT. HD. P1-EL. 76' 2FW 78'12A 7658PFA 25 LOCK SUPPORT ASS'Y. 4:...16LOK 76347 60200K 60300W FD3PTAY 651455W 7978LAB 8 (4) 10 (5) 1 (1) 1 (1) 2 (2) 6 (3) 26 (13) 30 (15) 2 (0) 5 (4) 4 (3) 1 (1) 7LOKAP 1 7LOKIP 1 0) 7BLIP 1 (1) 2 (1) 35 3/16" GLAZING BEAD 65"70 8 (4) 1 (1) (2/each door top & bot. rail) (' /door top & bot. rait) (2/eo. door top & bot. rail) MERCHANTS FASTENER (3/f -ame jcmas) NATIONWIDE IND. (6/h - e-door jomb) (5/h;oge &hinge-frame lamb) (1 0 top/boc.. of I.h. astragal) 4 4) (2/slide bolt locks) 12 12) (6/heod & sill) 28 14) (2/hor. bead. 5/ver. bead) 3 (2) (1/lock) 6 (4) (2/lock support assy.) (1/cstragals,fr. jambs & head) (1 / cstrogals & frame jambs) (0 r.h. astragal) (0 r.h. ast HARLOC 100 (e I.h. astragal) HARLOC (8 -.h. astragal) (used w/3/16" gloss) VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX DOW CORNING ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDjSTRIAL FASTEC 'NDUSTRIAL VINYL TECH. CAMCORP VINYL TECH. MERCHANTS FASTENER MERCHANTS FASTENER VINYL TECH. 41720 FASTEC INDUSTRIAL FASTEC INDUSTRIAL AQUA FASTENERS VINYL TECH. FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. VINYL TECH. HARLOC PPG. LOF SCHNEE MOREHEAD FLORIDA SCREEN SULLIVAN & ASSOC. VENDOR # AF- 10375 AF-10376 AF-10377 FS7924 -187 AF-10379 AF-10380 AF- 12376 899 AF-12375 AF -10378 41722W 41721 4UBLOK 0200X190 0375 x190 FD3PTAY 880 820 5M5504 05-005 3/16" OR 1/4" W/ #12 HD TAPCONS (SEE NOTE 2) 1 1/4" MIN. 3/16" OR 74" W/ #12 HD "APCONS (SEE NOTE 2) TYP. SIL GROLT MUST TRANSFER SHEAR LOAD TO SLAB. —7 1/4" MAX. I ° • 7 • NOTES: 1. B.O.V. QTY'S 19 BRACKETS ARE FOR X CONFIGURATION L2. USE MIAMI-DADE COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4 - , SHEET 1 OF 5 Robert L. C ork. P.E. PE #29712 P.O. BOX 529 1070 TECHNOLO3Y DRIVE NOKOVIS, 11. 34275 I 7/31/02 T..PCONS F.K. Doter 28 02 N HIS SHT kevod 7. D.B. ADD 2P LOCK Drawn Br D.B. Description. 01 0. 0. 1 1 /1 7/00 Coto: 9/5/97 ANCHORAGE & B.O.M. ALUMINUM FRENCH DOOR .4:7,4 ..■ aa complying 1418 the an. . Florida Baldin NOM Malta Dads Peoduel C DI pi BY Series/Mode Seek, SAW: ()rowing No. Rev: NOKOtS S. Ft. 34274 FQ_07 NTS 4 of 5 944 E II • r 4.000 1.620 .050 —� .250 --i O WEATHER STRIP CHANNEL 6063 -T5 ALUM. 18 H NGE EXTRUSION 6063 -75 A_JM. x.062 II .750 L 11 TRUSS CLAMP 6063 -T5 A_'JM. 1.750 --�- 000R PANEL HEAD & SIL'_ 6063 -T5 ALUM. 0 BOOR PANEL JAMB O 5063 -75 ALUM. 4.100 .125 -- — 1.500 1.2 72 .062 -- 4.675 3.000 .050 O FRAME HEAD 6063 -T5 A_UM. Robert l Clark. t'. E. PE x/39712 Structure 4.100 O DOOR PANEL ASTRAGAL 6063 -T5 ALUM. 1.479 IN DUSTRIES P.O. BOX 1529 NOKOMIS, FL 34274 1 .489 F.K. Roved ey: F. K. Revs( By: D.8. Drown By F.K. Description: stet: Serial /Mcdd: FD -101 1.750 3.000 .050 OUTSW NG THRESHOLD 6063 -T5 ALUM. 7/31/02 3.000 F -Nn CHC MI'S Si-17 Date: Revisions: 01/28/0 ADDED SNT 5 OF 5 Dote: Revisions: 1 1/17/00 ADD 2P LOCK 11/20/01 EXTRUSION PROFILES 1 .469 1070 TECHNOLOGY OR VE NOKOMS, L 4275 ALUMINUM FRENCH DOOR 1.480 — .050 -lsz. O FRAME JAMB 6063 -T5 ALUM. :ala: Sheet: Drawing Nc. NTS 5 0 5 944 s u. ea as complying sNh the Florida tdi. e Date NOAp lLdi`�i,�xi] Miami Dade Peodeet DY JIIAQJ / //� • • diAM PRODUCT CONTROL NOT[CE OF ACCEPTANCk PCT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO 0t 71-04 .04 EXPIRES: tii4 APPROVED: 09106/2001 Wa450001%pc20001kernittuasinotica uc punc• Weer pu1•.dot Internet mall address: p ostmaster ®bu(Idingeodeonline.eom • • • •• • • • • • • • • • •• ••• �t 1,1 %tt -l) ODE .:OL;1•11 • FLORIDA NiETRO.0ADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-OADC FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 71 /10-1561 (305) 375.2901 FAX (305) 373.24013 •• CONTRACTOR LICENSING SECT tC.h (303) 313.2327 FAX (305) 373.2551 CONTRACTOR ENFORCEMENT DIVISION (305) TIS.2966 FAX (305) 375.2901 PRODUCT CONTROL DIVISION (303) 3732902 FAX (303) 3726339 Your application for Notice of Acceptance (NOA) of: �ries SW-D -101 Outswing Aluminum French Door - Impact under Chapter 8 of the Code of Miami -Dade County governing the use ot' Alternate Materials and Types of C.:Irstr. ction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code r' ^^, ^cam nm^ rar"01 .._ .+e. ,t,. °^°'11,;°°° .;� t, e..:.. This NOp, sh be vciid after the expiration date stated be:o... BCCO reserves :.t:e riGht tz this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this ::,duct or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. F - J r--4-4-46* Francisco J. Ouintana, R.A. Director Miami -Dade County Building Code Compliance Office • • • •• • • HomEpage: htjp : / /www.Dr:(RMny661eontine -com • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •. Vinyl Tech/Protrrgaive Glace Technology. ACCEPTANCE No.: 01- 0417,04 APPROVED : September OMNI, EXPIRES : November 22. 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT FR (For Filling Purpose only. Not part of NOA) A. DRAWINGS (transferred from file#99- 0128.01) 1. Manufacturer's die drawings and sections. 2. Drawing No 971, titled "French Door XX, x' Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16,/98, with revision C dated 1 -22 -99 and lest revised on 04- 13 -01, signed and sealed by Robert L. Clark, P.E. (Note: The latest revisions consist of addition of 2 -point lock hardware only) B. TESTS (transferred from file#99-0128.01) 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 207 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'CL -1973, dated March 19, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203-94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 2)2 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F IL -2241, dated January 14, 1999, signed and sealed by Gilbert Diamond, P.E 3. Additional test report on (submitted for hardware revision qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11.4612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E ..15 - 4..Lv4t4.. Isha 1 . hgn PyP& 1 ict Control Examiner . product Coptz%'D rtsioo E- 1 • • . • • • • • • • •• • • . •. • • •••• • • .• • • . • • • .' • , • • • 1 • . • Vinyl Tech /Procressivc Glass Tcchnolnt_r . NOTICE OF ACCEPTANCE: SPCC[FIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23. do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Serie .SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in thc active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed in strict compliance wan the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS ACCEPTANCE No.: 111 4.117.04 APPROVED : Scntcmhcr 06,2001 EXPIRES : November 22, 2006 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or thc South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 41141 1 •Ll,au .m'1 CIt}idp, j.E.Product Control Examiner •Rrodutt 4x4r41 Divisi O 2 •• ••• •• • • • •• .. • •. • • • o • •.• .. • •• .• • 0 • ' .• .••.• •.. . • • . • ••. • • ••••••• •. . •.r..... -- Vinyl Tech /Progressive Glass Technology. ACCEPTANCE Nu.: 01- 0417.04 APPROVED : Scntcmbcr 06.2001 EXPIRES : November 22, 2Q0 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturers name. city, state, and the following statement: "Miami -Dade County Product Concrui Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Cade affecting the evaluation of this product and the product is not in compliance wie, b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the :crrect installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling of a revision application with appropriate fee) and granted by this office. . 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami - Dade County, Florida, and followed by the - expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 . A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this Iasi page 3. 1$4,A1 1 . Lit a k.�. Ishaq 1. Chanda, P.E. Product Control Examiner PtodaCt Coptml.Dwiiion END OF THIS ACirPTAN . • 3 ••• ••• •• • • • •• •• • • • • • • • • • • • • • . . • • •..e• • .•.•...• ' . •. • • • • • ... • • • •. • • • 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. ✓ Date \A) , 19 Owner's Name and Address____ __ <1 �� 1�� 4 - 4 L __ ef No 4 __ Street / Registered Architect and /or Engineer Name and address of licensed contractor c� frir.4 4 <-n!a_l V Location and legal description of lot to be built on: Lot_ ,-- _ --_ -- Block Street and Number where work is to be done Subdivision . d - �C'_�Q ,r & it/ Qom. State work to be done and purpose of building (by floors) - -.,_ —,204 r de . __ .7 ® Ai ... �.� o, ®e" lr eI? ��; r 4-e_E le- 7 c- t4- N C& ria_,6, of L '% New Building____ Remodeling Addition Repairs %.."' To °r constructed of Kind of foundation U Es ^ted Total cost of improvements $____ _Amount of Permit $ pia cubage required _Plan Cubage t crce to next nearest building ____-_- --__Size of Building Lot Mcirinum live load to be borne by each floor hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_----------_ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of laboz 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 all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perforrru der this permit, as are licensed by Miami Shores Village. Remarirs -- - (Signed) Disapproved (Signed) - - Date Building Inspector (x`77 x. 5 7 SAC," e. y 2 _ and for no other purpose. No. of Stories C >� as fC 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- to me well known, 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. jJ Permit No G!_ �' Date U Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLAN ; G BOARD DATE Chairman Member Member Member Member ____ Member Council Approved 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 $1.00 will be charged when such re- inspection is made necessary by improin, ,. ,ii,c for inspection or faulty materials and /or workmanship. M1AM hDADE 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 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 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: 1"x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, 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. 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 dseUty thgn�anufa&urer or its distributors and shall be available for inspection at the job site at the reque bf tli 1 ?ping Ciffitiak. This NOA revises NOA # 00- 0912.05 and, consists of this page 1 as well as approv'Ml gbcument mentioned above. The submitted documentation was reviewed by Theodore l,rman, P.E. • . . . • •• . .. . • • • • • . . . . . : • • : : . : • • • .. • .. • • • OA No 02 -0701.05 • Expitatioe Date: June 28, 2006 Approval Date: July 10, 2002 • •• • • Page 1 • • . • • • • . • • • .• •• •.. . • MIAMIO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (345) 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 `DPW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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 consists of this page 1 and evidence pages E-1 andF.-2 al wejl a sapprov al document mentioned above. • • • • • • • The submitted documentation was reviewed by Theodore►Berfah, pZ. ; ; • • • • • • • • NOA No 03- 1105.01 • Expiration Date: February 19, 2009 • • • • • • • • • Appiovai Date: February 19, 2004 ••• • • • Page l ••• .• • • • • • . • • • • • • • ••• • • • • • ••• • • • • • • • • • • • ••• • • • • •• •• • • 000 • • NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer. dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, 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 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. 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 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FIT. - 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DcNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. • • •. . • • • • • . Theodore Berman, P.E. • • • • • • Deputy Wectge Product Control Division NOA No 03- 1105.01 • .. E xpirati o n Date: February 19, 2009 • • • A p¢tbvp t �)ate: February 19, 2004 • •• • .. . . • ... . . ••• . . • • ••• • • • • • • •.. • • • • . • ••. • • • •. • • .. .. • • ••. • • PGT Indtistrie* NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHE'R 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). • • • • ' • • • • • • • . Theodore Berman, P.E. •• "' • Deputy tine tor,'Product Control Division NOA No 03- 1105.01 • • • • Expiration Date: February 19, 2009 • • • ' ' • • App'rbval•Qate: February 19, 2004 •.• • •�• • . • • • • . ••• • • • • ••• • • • • • • • • . • •.• • • • • • • . • •• •• • . . ••• • • • ••• • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 consu 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 "SII -701" Aluminum Single Ilung 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., hearing 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. TrR'v'FN TION of hie \l .A will occur after the : Tpiratinn date or if thrrc has been a rcvicirn nr cl'r"nr r 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. Fai'.ure to c amply 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 Offictd• • • • • • •• This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as app ?goal cl uji7ln*ngnaQQed ;hove. The submitted documentation was reviewed by Theodore Berman, P.E. .. .. • .. • . • • ' ' • • •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUFFE 1603 MIAMI. FLORTDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • Nil't tie 030514.0)• I ante: :Nuvcynfcr 042000 Appriwtt daft: .14vc rnGer Ii4, 11 • • • • • • 11gc 1 • ••• • • • • • • • • • • • • • .•• • • • • • • . • •• •• • • ••. • • • • • • • • • • • • • • •• •• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 613/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Tcst, Loading per FBC, TAS 202 -94 2) Large Missile Impact Tcst per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -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- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01-0629.08 2. 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 and TAS 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. 1~" fL -1889, dated January 14, 1998, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per PBC, 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 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Tcst Report No. FM-1852, dated December 29, 1997, signed anu scaled by Gilbert Diamond, P.E. P; - 1 • •.• • • • • •• • • • • . . . .. • • • • • • s 1 n cbflorc.tanuat Rlt. Deputy Director, Product Control Division NOA No 03- 0514.01 Fxj rotiwnJ)ute: i,.cnbher(i1. /l • ADpsoi bate: inlcn»►c�r (v . 2(113 • • • • • • • • • • • ••• • • ... • • • • ... • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • •.. • • • • •• • PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, dated 5/9/03, prepared. signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex HP ", dated 5/22/03, expiring on 12/11/05. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan. P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (r "BC). E 2 • • • • • • • • •['heotlt►rc tkrtbnA, P.E. Deputy Director, Product Control Division . . !VIA ;Yo 03- 0514.01. L'xpjratioji ro‘t3 O. too App'rDv4/I1 att : :^41.4n er•tttg, ►U: ... • • • • ... • • • • ... • • • • • • • • • • • • • • ... • • • • • . • . . • .• • • .. .. • • • .. .. ... • • • 000 • •