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314 NE 94 St (4)b BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NSA) illli 0 00 0 0 0 0 0 • ° ° •° °• • 000 0 00 j (n/ J • 0 O 0 • , 0.0 O O O O O 0 0 ° 0 0:4ETRO-11AlrFLAGLER BUILDING 44 wisr &L1GtF STREET, surrE 1603 • ... 'WAN FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 O 0 0 0 O 0 0 0 O 0 0 O 0 0 O 000 00 0 • 0 00 00• •• . 0 • 0 • • 0 ••• •0 0•0 00 0 0 • • 0 0•0 0 0 O 0 0 0 0. 0 0 0 00 0 0 0 0 0 000 00 MIAM1-DADE COUNTY, FLORIDA PGT Industries P.O. Box 1529 Nokomis, FL 34274 &COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Oent$ wing Aluminum 'French Door-Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, E.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large rid S : Missile et IIfl9 1V ;1 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. 1 RA!IATION 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. ''. VERTISEMENT: 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- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 Eapiratioa Date: November 22, 2006 A' I royal Date: July 12, 2002 Page 1 7 1/2 95.750 7 1/2" --� X °--- 37.500 Max. \\ 2 POINT LOCK OPTION o- 13 MAX. ON CENTER TYP. HEAD & SILL l 0 O 0 O 0 O 0 0 7 1/2" 00 ° 0 ° 00 ° 5 1/2 1 13.5 13.5 1 TYP. MAX. 5 1/2' O 0 0 O 0 0 0 00 O 0 0 0 0 O 0 0 • O 0 0 0 000 0 000 O 0 O 0 0 00 0 0 O 0 0 O 0 0 O 0 SEALANT ON FRAME CORNERS & PANEL CORNERS •• •e . eo • • • • • •' 0 • • • • ••• • • • ° • • • • • • • O 0 • 0 0 0 0 0 0 • O 000 •0 O 0 • 0 • • • 0 O 0 00 0 O ° 0 00 0 O 0 O 0 e e 0 0 0 • oe ° 00 0 00 0 o 0 0 0 7 1/2 o— 13 —° MAX. ON CENTER TYP. HEAD & SILL Robert L Clark, RE. P.E. #39712 Structural XX 71.750 Material: Drown By: D.8. Rend D.B. rota: 17 /DO Revisions: D) added 2pt. lock info Chkd By: Date: 2/16/98 13.5 1 TYP. MAX. 5 1/2 SEALANT ON FRAME CORNERS & PANEL CORNERS 1.) GLAZING: .401/464 LAMINATED by /INTERL4YER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. -75 P.S.F. 3b) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1 /2 ° FROM CORNERS (HEAD & SILL) MAX. 5 1 /2 ° FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUIItRS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 Toemneea Lkdaas Abtnd: Fractionte ¢ 1/64 Dodos& .otr Decimal .000 ± kigtdan f 1' Serfes/Model: SWD -101 Description: French Door — X, XX PDT NO: LARGE MISSLE IMPACT DOORS VENDOR NO: 1070 Technology Dr. Nokomis, FI. 34275 Scale: ix PRODUCT REVISED as complying with /be Fiorillo Bidding Codc Acceptance Pio 02 -0701 [Nitro Date Dade Product Comma 1D;:ODUCU \ENEWLt AccErTmcx No. c3 1 G n' EXPIRATION DATE N.0 17 By , Ski \ . Ll ; ,�l6. PRODUCT GlIt4TOL DI Vif%OW d1Rl DfTfc, CODE OOMP OWICE Shoet: 10+4 INDUSTRIES Droving No. 971 �sT R 95.750 93.625 ROUGH- OPENING 4.000 SEE SHEET 3 FOR ANCHORS .250 57!1 SPACE: • • • 0 • ROUGH OPENING 0 0 000 0 0 0 0 . 0 • • • • • • • • • • • • • • • • • • • • • 0 • 0 • 0 0o 3.000 • 0 0 0 0 0 • 1 84 3/4" DAYLIGHT OPENING O 00 O 0 0 0 0 0 00 O 0 • O 0 O 0 MAX. SHIM .250 SPACE VERTICAL SECTION INTERIOR 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" - DAYUGHT OPENING 1.489 .250 ��, " MAX. ACE el Ro n Clark, P.E. ROUGH OPENING Structural d HORIZONTAL SECTION ReW lions: D) added 2 pt. lock info Material: INTERIOR Roved By te: D.B. 11/17/00 Oman Br D.B. 71.750 EXTERIOR d Chkd By: (Dote: Date: 2/1 6/98 To ar ru LJnktSn Alotnt Fractions' A 1/64 D th .txt Decimal .tnD : rlingsk r. A 1' Sorters/Model: SWD -101 Doscription: INACTIVE PANEL 1070 Technology Dr. Nokomis, F7. 34275 French Door — Elevations PCT NO: VENDOR NO: Scale: Sheet: 2 of4 1.480 f? DUCT R V SED ti)weseidyhmi wt99 B@e Florida Wang Code Acceptance Ns 02- 0?4:?1.12 Swindon Date Product astral P ODUCT 1•1 NEWE ACICEPTi No. c::.1 0y EXPilt AY1ON DAT1 NWE 4 $61 la )2e0 L \,;�,��� BUILDING COOt cOMPLAINCE ()RICE INDUSTRIES Droning No. 971 F MA .250 X. SHIM SPACE ROUGH OPENING R 0 o 000 0 0 o oeo 00 0• 0 • • •0 •• • 0 0 0 • • • • • • • • . . • • ••• 3 POINT LOCK ASSY, 2 POINT LOCK ASSY. Revisions: 0) added 2 pt. lock info P.E. 439712 D.B. Date: 11/17/00 3/16 ANN. —I L .250 MAX. SHIM SPACE . IAM . by /MONSANTO SAFLEX PtlR IHTERIAYER OR .401 LAM. W /DUPONT RUTALITE INTERLAYER SEE NOTE .3 ON SHEET 1 DESIGN PRESSURE RATING: 160 Iosf, Chkd 1/8 ANN. - 3/16 ANN. .090 arming Date: °°'°: 2/16/98 3.000 Todervnces Unless mated; foctbnr t 1/64 Decimal .ar t Decimal .000 ± kngukr at 1' SarlosAtodel: SWD -101 1.489 .250 MAX. SHIM SPACE 1070 Technology Dr. Nokomis, Fl. 34275 .090 J/16 ANN. —I L 3.000 1.489 .464 LAM. t //MONSANTO SAFLEX PVR INTERLAYER OR .464 I..AM. W /DUPONT 9UTAUTE IHTERI_AYER SEE NOTE 4 ON iELJ DESIGN PRESSURE RATING: gsrf, PRODUCT REVISED tie complying with the Perkin w oe No 02 -0701. 12 aspiration Date I I Z21--�° ter__ 4 Precinct Central 1�9m OPtaialey PktODUCT l EINEWE ACCEPTANCJr w„ _ C51 — 0 L i EXPIRATION DAR N 21 B sk..1 • PROOf kn tvrcxx� DIJILDOKY coat OOM E: &INCE Description: French Door — Exploded /Glazing PCT NO: VENDOR NO: Scale: Shoot: 30r4 Dro ning No. 971 INDUSTRIES R ITEM DESCRIPTION V. T. # QTY. /DESCRIPTION VENDOR VENDOR # 1 DOOR HEAD /SILL 60375 ALUMAX AF -10375 2 DGOR JAMB (HINGED) 60376 ALUMAX AF -10376 3 DOOR ASTRAGAL 60377 ALUMAX AF -10377 4 .250 x .187 FINSEAL STRIP 67924G 60379 : 2 each door top & bot. roil) ' SCHLEGEL CORP. ALUMAX FS7924 -187 AF -10379 5 DOOR W —STRIP CHANNEL 6 FRAME JAMB 60380 ALUMAX AF -10380 7 FRAME HEAD 60411 ALUMAX AF -12376 8 GLAZING BEAD (ROLL FORM) 65170 6 FLORIDA SCREEN ALUMAX AF -12375 9 OLITSWING THRESHOLD 10 5,/16x 18 THREADED ROD 6TRODA 60378M 4 1 /door top & bot. roil) 8 2 /ea. door top & bot. rail 8 2 ea. door top & bot. rail FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL AF -10378 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 7WASHA 13 5/16x18 TRUSS NUT 7JNUTA 41722W 8 2 /ea. door top & bot. roil FASTEC INDUSTRIAL POT INDUSTRIES 41 722W 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 7955X CAMCORP 16 STRIKE PLATE INSERT 41 721 PGT INDUSTRIES 41 21 17 10x3/4 SCR. FLT. HD. PHIL 71034A MERCHANTS FASTENER 18 HINGE ASSY. 7FRMOW 6 3 frame 'ambs NATIONWIDE IND. 19 10x.625 FLT. HO. PHIL 71058FP 26 6 hinge — hinge —door jamb MERCHANTS FASTENER 20 10x1/2 FLT. HD. PHIL. 710X12PPW 30 5 hinge &hinge —frame jamb MERCHANTS FASTENER 21 TCP/BOTT. SLIDE BOLT LOCK 41720 2 1 0 _ `bot. of l.h. astragal PGT INDUSTRIES 41720 22 6x1/2 FLT. HD. PHIL 7612FW 4 2 slide bolt locks) MERCHANTS FASTENER 23 8x1 1/2 SCR. PN HD. QUAD. 781124 6SM55W 12 6 /head & sill) FASTEC INDUSTRIAL SCHNEE MOREHEAD SM5504 24 SEAM SEALER 25 LOCK SUPPORT ASS'Y, 4UBLOK 3 (1 /lock) PGT INDUSTRIES 4UBLOK 26 6x3/4 FLT. HD. PHIL. 7634F 6 (.2 /lock support ossv.) FASTEC INDUSTRIAL 27 .200 x .190 QLON 6Q200K 6Q300W FD3PTAY 5 1 /astragals, fr. iambs & head) 4 1 /astragals & frame jambs) 1 ® r.h. astragal SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES 190 „.Q200X Q375x 190 FD3PTAY 28 .375 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK (ACTIVE) 7LOKAP 1 ® r.h. astragal 1 ® r.h. ostraaal HARLOC HARLOC HARLOC , H.P. DOW CORNING 100 880 820 899 3 1 LOCK (DUMMY) ' 7LOKIP 32 , DEAD —BOLT LOCK 7BLTIP 1 ® r.h. astragal I 33 .401 LAM. W /MONSANTO 34 SILICONE 62899C 35 112 Ph. Pn. SMS 36 1 /4 e TAPCON _ 37 .401 LAM. W / DUPONT H.P.G. 38 .454 LAM. W DUPONT H.P.G. 39 .4.54 LAM. W /MONSANTO H.P.G. 1 40 2 POINT LOCK ASSY. 9jc, r.h. astragal) PGT INDUSTRIES 41 /8 x .75 Ph. R. Tek 7834FPT SPENCER PR ODUCTS pp���� MO DUCT k btSED PRODUCT RZ � y�� C 52,0 .' . meeneplying with Ow Mod& Belding Code ACr� rrr cF� Nu 61— .o ti `Lo Acceptance No 02- 10i.1 tlaiiration Dale s s 2 r IRP7TON twrz No 'es-i vw_ 22 b .a. BY it Dde Prated iJy \74...1c. S a� Central l _ Midas tP.J�. 'a4a Ddb .. V P.E. Remo:Ins: D) added 2 pt. lock info Tohronew Unless Noted: Fructionr 3 1/64 .00. ¢ 00 I ' 1070 Technology Dr. Nokomis, Fl. 34275 inimiimminimpeo INDUSTRIES Se'`°8 e1: SWD -101 t 1ateriaI: Dose/1'0;0n: French Door — Anchorage /B.4. M. Royal tar: O.B. Data: 11/17/00 Chi& er Dote: PGT NO: VENDOR No: sca le: Shoot: 4 0/ 4 Droving No. 971 �� a Droern Sr D. B. 2/16/98 I 80.3 1 n WOOD BUCK 1/4° TAPcov TYP, HEAD TYP. JAMB a 2 x t7000 BUCK .13 TYP. Sly 0 ° 0 O 0 O 0 0 O O 000 O O 00 e• • • O 0.0 0 0 0 0 • • •® e• • • • ® • • O 0 0 0 0 0 0 00 0 0 0 0 0 O 0 0 0 e 0 0 0 000 0 000 00 • 0 • • O 0 •• 0 • • 0 0 ® 2 o =OD • •••• • • • • • • • ••• O • • • ••• O 00 O 0 0 0 0 0 00 O • • 0 O 0 0 0 O 0 •0 • 1.03 • 012 ® taD TYP. HEAD 1/4 T l --1 ►— 1 r tY000 r TYP. JAMB •o Robert L Clark, F.E. #39712 Structural lNL i tiv F (E 1 000 ?ILLS }�S I 8 Co _ • o oaoo.�o I)) • • �• d • • • : : . • • • • ) 0 0 i (J GG t1� R 'A Shores pp n�ppI ,f pp p �� n �} '1t p p11 ,} ��tlS�u�ll� .(�'QQ 4lY��Y�� �tl.pa U�II �LL�tI. WY II �� r � J '• ' • • 1 4' •e • Product Approval Schedule / Comparison Chart Address: 3/ J/ ° IV S' -. - �, E .: • - - Opening Description of \ \'inflow Product Acceptance Product Approval Opening Design 12ongli Opening Simile' Rcgi r / S WI REMI Impact i e o • • •• ••• Yes / No •• ID or Door or Mullion Number Design Pressure ( +) PSI ( - ) I'SF Pressure ( +) PSI (-) I'SF Size Yes / No \--___/ •• a • • • • •• • • •• • • • • • • • . •••• o • • ry l c'9 5 fl / 2. / Ng7l ,1,4,11 9 Q / , L 7 L�t'� d i% aciT. ®( p� A44 . QL4� 14 /y / 7 ,5 /1 h J 1 , u43 , � /1 / 0 !� P `/i-5 _ $JJ 70/ ¢46.7 -kA Etirigl.Nr 37 s ' 'Ilam .577 $,.. IL i, (,. 7 - ko 64.7 -kb .1- 46. —fro 4-46.7 - e) 5 /0 7 6 #-46. -ko / -, 6.7 --kt ? .S27 3 . 3 7 jai /� 1 1- 617 -ko 4-64 -St2 3 ; . 9 1st - °-:(� ,. - 0 : 3 ' 4� 'o` 61 . ,. 5 5 ii- & / if .. 3 5Q) 7t7 ?-7o - - 70 6 , ' O lc ,e 2- X 7o -10 ¢ 7s" -7 , X ,�,. 3,6,,y. g g..,, IN oor No,( 02.070/./, 6502 N.tff9, 749n STRIEET SUITE202 MAO, FLORIDA 3 126 TELEPXt /i1/E: (305) 2204171 FA pp) 264 - 0229 DRAM BY: 6@.2 • B.C. F.I.P 1/2° F.I.P 9/2° NO CAP NO CAP LOT- 12 /BLOCK - 0.50' CL 4' C L.F. L au- rruig rrg LARD SURVEYORS ASPHALT DRIVEWAY 0 BOUnIDDWG V SURVEY SCALE =1 ° : 20' bob & Cn . ®61 • • • • • 0 0 LOT - 10 BLOCK -46 o " • • • • • • • .. 0 •== • • • • • • SVRR Y Me. 6- 0000260 -1 • • • • 0 • • d n • • • • 0 • • • ••0 • • • 0 0•• 0 0 • • • • • • • • • • • • • •• • • • • • • • • • 0•• • �• • 2° • MVP STREET 0.6_C.&G. LOT -11 BLOCK -46 10.03' 0 • o • 00 0 6 ®ba j 00 0 • • •• ••0 00 • • • F.I.P 1/2° NO CAP ON PL 0.30' CL LOT -10 BLOCK -46 4' C.B.W. n "C. •g SHEET No. 2 OF 2 • 0 • • • LOT -9 LOCK -46 0 MIAMIOADM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries ° ° • • • O • • • • O • 11070 Technology Drive "0 • . • • • • • ° ° Nokomis, I� L 34275 0 • • o • • • • o Nokomis, Lr' o • • o o • '0 0 °O • • • • • • • 0 0 0'0 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIP'T'ION: Series SGD-70 Alumffitlne Sliding Glass Door - Impact APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Alum Sliding Glass Door- Impact ", sheets 1 through 14 of 14, prepared by manufacture, dated 06 /18/04 with revisions 10/07/04, signed and sealed by Lucas A. Turner, 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 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by I: erminlo IF. Gonzalez, PJE., Director, l$CCO 0 0 0.0 • • - p S : • ' 0 0 0 • • • • • • • 0 0 0 0 • • o • • 0 0 0 0 • • • • • • 0 • MIAMINDABE o rgY, FtnOt METRO -DADE FLAGLER BUILDING 140 WESIT' IFLAGLER VREF r, SUITE 1603 • • • • 14 FPIORI A 3316110156S • • , (V51,175-290 +FAX.(3055 335 -9)3$ • 0 • • • • • • • • • ••• . • NOA No 1122.07 'Expiration Date: November 11, 24)09 Approval Date: November 11, 2004 Page l -262 PGT Industries D. QUALITY ASSURANCE 1. Miami Dade Building Code Comp IE -1 0 00 0 0 0 0 0 0 000 0 0 0 0 • •o o 0 • • • 0 0 ••• • o • • • 00• • • • 0 0 NOTICE OF ACCEPTANCE: EVIDENCE SI M' • ; • • 0 0 0 0 • • • • • • • • • • • 0 • • • • • • 0 • • 0 0 o•• • ••• o 0 A. DRAGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4406-1, Sheets 1 through 14 of 14, titled "Adum.S Glass Moe, • prepared by manufacture, dated 06/18/04 with revisions on;1Q/OJ/(s,signgd;and • sealed by Lucas A. Turner, P.E. TESTS 1. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4159, dated 03/25/04, signed and sealed by Edmundo Largespada, 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 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1TL -4161, dated 03/26/04, signed and sealed by Edmundo Largespada, P.E. 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL=4163, dated 03/25/04, signed and sealed by Edmundo Largespada, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared by PGT Engineering, dated 06 /17/04, signed and sealed by Lucas A. Turner, P.E. 2. Revised Anchor Calculations, and structural analysis, prepared by PGT Engineering, dated 10/0804, signed and sealed by Lucas A. Turner, P.E. ferminio . Go i .: ea, P.E. Director, ft,tending Code Compliance Office NOA No 04- 0622.07 ]Expiration Date: November 11, 2009 Approv Date: November 11, 2004 • • 1T Industries 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 • • 0 0 0 0 0• 0 • • • • 0 0 0 • 0 NIOTICh OF ACCEPTANCE: EVIDENCE S =1TM . o • • o o • E. MATERIAL CER111Ji 1. Notice of Acceptance No. 01-1 % 4.01, issued to Solutia Ia.. 4heiri iari•Cliss Plus ", approved on 01/17/02 and expiring on 01/14/07. 00 • • • • • • • • 0 • • 2. Notice of Acceptance No. 01-0205.02, issued to Solutia Inc. for their "Saflex/Keepsafe Maximum ", approved on 05/17/01 and expiring on 05/21/06. 3. Notice of Acceptance No. 00- 121/04, issued to EL DuPont DeNemours for their "Dupont Butacite ® PVB ", approved on 02/15/01 and expiring on 12/11/05. IF. STATEMENTS 1. Statement letter of conformance and no financial letter, dated 06/17/04, signed and sealed by Lucas A. Turner, P.E. O. OTTER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -2 Efenninio F. .: P.E. Director , Bonding Code Compliance Office NOA No 04- 0622.07 Expiration Date: November 11, 2009 Approval Date: November 11, 2004 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 7/16' LAMI CONSISTING OF (1) LITE OF 9/16 ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161. B. 7/18' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. C. 7/16' LAMI CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. D. 7118 LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. E. 1 1/18' LAMI LG. CONSISTING OF (1) LITE OF 3/16 TEMPERED GLASS OUTSIDE, 7/16' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE. THE 7/16' LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16 LAMI 1.0. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 7/16' AIR SPACE AND (1) 7/18° LAMI GLASS ASSEMBLY INSIDE. THE 7/18' LAMI COMPONENT 1S ITEM D ABOVE. TEST REPORT FTL -4182. ® G. 9/16' LAMI CONSISTING OF (2) LITES OF 1/4° HEAT STRENGTHENED GLASS WIYH AN .090 SENTRYGLAS PLUS (SOP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE SHEET 6. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 8, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. FOR MIAMI -DADE COUNTY ANCHORAGE REQUIREMENTS SEE SHEETS 13 AND 14. 5. OUTSIDE MIAMI -DADE COUNTY, REFER TO SHEET 14 FOR ANCHORAGE DETAILS AND REFER TO APPLICABLE TEST REPORTS FOR ANCHORAGE SPACING. 6. SHUTTERS ARE NOT REQUIRED. 7. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE /MOREHEAD SEAM SEALER. 8. REFERENCE TEST REPORTS: FTL -4159, FTL -4181, FTL -4162, FTL -4163 A FTL -4171. 0,44: t9t6.04 t>� 107104 A Itstabnx 8 Wbba. 1 Pone Dr &b F.K 00004 Mood thr 1ma 1rr P.K. F.K Devon Ih« F.K. 8//1004 CM3. 15076 NO CHANGE 7788 SHEET ADD OL.A88 TYPE 0. W16' LAMI 10101ECHNOLOOY 0415E NOKOa1MS. FL 34275 P.O. 30X 1629 440K0MI9, PL 34274 V1s/bly Better GENERAL NOTES AND MAP O 0 O 0 0 0 0 0 • • • • • • 0 •••• • • • • • 0 • • 0 O p ALUM. SLIDING GLASS DOOR, IMPACT • errodert 4_ 0* a.we w. — sou7o NTS 1 d 14 44611 • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 -5 CONFIGURATIONS 8 VERT. SECTIONS 7 HORIZ. SECTIONS 8 -9 PARTS LIST 10 EXTRUSIONS 11 -12 ANCHORAGE 13-14 1b APPA•ce n a 7. 0 iset: I/U ►IP rnti 1 • • • 0 0 0 • c s-V" 0 0 0 • • • • • !Qz ?' /() • • • • • • D O• O 00000 0 °°° fora A_ T17Ox!P.E. 0 • • • • PE 139201 a e Mochanl 7/18" NOM. 3/18" ANNEALED (OPT. A) OR HEAT STRENGTHENED GLASS (OPT. B) EXTERIOR EXTERIOR 7/16" LAMI GLASS (SGP) GLAZING OPTIONS A & B 7/18' NOM. 3/18" ANNEALED (OPT. C) OR HEAT STRENGTHENED GLASS (OPT. 0) 7/16" LAMI GLASS (PVB) GLAZING OPTIONS C & D land.~ tidal lmmu: F.K. 80504 A "wtlU- we IE..Imim F.K. 8/1804 8 NO CHANGE THIS SHEET INon* [0. I F.X. 10/7/14 C ADO ref S'um/ F,K 8'18704 rotr ADO GLAZING OP77ONDESION4T1ONS .090 SENTRYGLAS PLUS INTERLAYER • 3/18" HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE R 55 INTERIOR .090" PVB INTERLAYER (SEE NOTE) 3/18' HEAT STRENGTHENED GLASS R 41 .501 NOM_ GLASS BITE INTERIOR 1070 TECNC.OGY DRIVE NOKON1S. FL 34275 P.O sox 7520 NOKOMIS FL 34274 P' 0 R 7/18" AIR SPACE 3/18" TEMPERED GLASS EXTERIOR NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. EXTERIOR Visibly Better 1/16" NOM. 1 1/16" LAMI I.G. GLASS GLAZING OPTIONS E & F 3/18" ANNEALED (OPT. E) OR HEAT STRENGTHENED GLASS (OPT. F) .591 NOM. GLASS BITE 9/18' NOM. 1/4" HEAT STRENGTHENED GLASS 114" HEAT STRENGTHENED GLASS 9/16" LAMI GLASS (SGP) .. GLAZING OPTION G .090 SENTRYGLAS PLUS INTERLAYER .591 NOM. INTERIOR GLASS BgrE 0 0 ©0 0 • • .. ALUM. SLIDING GLASS DOOR, IM :ACT r . ..". Et.w 0.4. a.waw sc0.7o FULL 2 + 14 4441 .090 PVB INTERLAYER (SEE NOTE) 3/18' HEAT STRENGTHENED GLASS OR 43 • •• • • . - .•. e GLAZING DETAILS • ° INTERIOR • .• • / ••••• • • • • 0 0.00 000000 O O • • &oa. A Tl"la • PE 48B2D1�� • • • . • • • • . Maha"bal • 00 0 EXTENDED SILL (3 1/2"), MAX 98" (8 ° ) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 GLASS TYPE C. 7/18" LAMI (3/16' ANN.,.090 PVB, 3/18" HS) GLASS TYPE E. 1 1/18" LAMI 1.0 WI 7/16" LAMI TYPE C. (3/16" TEMP., 7/16' AIR SPACE, 3/18' ANN.,.090 PVB, 3/18" TABLE 8, FTL -4171 FTL -4182 HS) Nom. Panel Width Door Height 72 " ( 8 (8 84" (7 90' (7°) 98" (8 30' (2 ° ) +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 36" (3 ° ) +76.6 -78.6 +72.7 -72.7 +70.8 -70.8 +88.8 -66.8 +84.8 -84.8 42" (3 +82.6 -62.8 +58.7 - 56.7 +83.9 -53.9 +50.7 - 80.7 +48.2 -48.2 48" (4 +83.2 -83.2 +47.2 -47.2 +44.4 -44.4 +42.3 -42.3 +40.6 40.8 EXTENDED SILL (3 1/2"). MAX. 98" (8 HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (50 GLASS TYPE A. 7/18" LAMI (3/16" ANN...090 SOP, 3/18" HS) TABLE 1, FTL -4159 n om. Panel Width 30" (29 38" (3° 42" (3 48" (4 84" (4 ° ) 60" (5 Door Height 72 "( +70.0 +70.0 +62.8 +83.2 +48.2 +41.7 -70.0 -70.0 -62.8 -53.2 -48.2 -41.7 80" (6 +70.0 +70.0 +56.7 +47.2 +41.3 +37.8 -70.0 -70.0 -56.7 -47.2 -41.3 -37.6 84" ( +70.0 +70.0 +53.9 444.4 +39.4 +38.8 -70.0 -70.0 -63.9 -44.4 -39.4 -38.8 90" (7°) +70.0 +68.8 +80.7 +42.3 +37.1 +33.1 -70.0 86.8 -60.7 -42.3 -37.1 -33.1 98" (8 +70.0 +64.8 +48.2 +40.8 +34.6 +30.9 -70.0 -64.8 -48.2 40.8 -34.8 -30.9 EXTENDED SILL (3 1 /2"), MAX. 98" (8g HIGH DOOR. ALL CONFIGURATIONS WRH A MAX. NOM. PANEL WIDTH OF 80" (6 GLASS TYPE B. 7/18" LAMI (3/18" HS,.090 SOP, 3118 HS) FTL-4163 Nom. Panel Width 48" (4 64" (4 60" ( Door Height 72" (8 +70.0 +70.0 +70.0 -70.0 -70.0 -70.0 80" (e +70.0 -70.0 +70.0 +70.0 -70.0 -70.0 64" ( +70.0 -70.0 +70.0 +70.0 -70.0 -70.0 90" (7 +70.0 -70.0 +70.0 +66.2 -70.0 86.2 +70.0 -70.0 +69.1 +61.8 -69.1 -61.8 EXTENDED SILL (3 1/2"), MAX 98" (8 HIGH DOOR. TA�a ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 80" (5 GLASS TYPE 0. 9/18" LAMI (1/4" HS,.090 SOP, 1/4" H8) F1L41631 +70.0 1 -70.0 EXTENDED SILL (3 1/2"), MAX. 120" (10') HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 GLASS TYPE A. 7/18' LAMI (3/18" ANN.,.090 SOP, 3/16" HS) TA8L53 FTL-4161 Nom. Panel Width 30" (2g 38" (3 42" (3 48" (4 72" (8°) +80.0 +60.0 +80.0 +83.2 80.0 80.0 -60.0 -83.2 80' (8h +60.0 +80.0 +88.7 +47.2 -60.0 -60.0 -58.7 -47.2 84" (7 ° ) +60.0 +60.0 +53.9 +44.4 80.0 -60.0 -53.9 -44.4 90" (7 ° ) +60.0 +60.0 +50.7 +42.3 -80.0 - 80.0 -50.7 -42.3 Door Haight 98" (8 °) +60.0 +60.0 +48.2 +40.8 -60.0 80.0 -48.2 -40.6 102" (8°) +80.0 +80.0 +48.3 +38.3 80.0 -80.0 -46.3 -36.3 108 (9°) +80.0 +60.0 +44.6 +36.0 80.0 -60.0 44.8 -38.0 114 (9 120" (10 ° ) +80.0 +58.9 +43.4 +34.4 -60.0 -68.9 -43.4 -34.4 +60.0 +68.2 +42.1 +33.1 -80.0 -68.2 -42.1 -33.1 NOTES: Da, 8955 1e:eizkaa A NO CHANGE 1}118 SHEET 40080 LAMI 1.0. GLASS RECIPE 8 e..�is 0 0xm1 ar 0,e: 14.41 ,.. F.K. P.1 ram q' Fx Avon 9y F.K. A00 rABLE Di. PHrLAMI 1070 ma5vaOOVDRIE NOKOMIS, FL 34275 P.0. BLUE 1520 FAWNS, FL 30274 EXTENDED SILL (31/2"), MAX. 98" (8 ° ) HIGH DOOR. TABLE 0, ALL SIZES AND CONFIGURATIONS WITH A MAX NOM. PANEL WIDTH OF 48" 4q GLASS TYPE D. 7/16" LAMI (3/16" 18,.090 PVB, 3/18' HS) FTL-4171 +80.0 -80.0 GLASS TYPE F. 1 1/16" LAMI 1.0 W/ 7/18" LAMI TYPE D. FTL-4182 +80.0 -80.0 (3/16" TEMP., 7/16" AIR SPACE, 3/18" HS,.090 PVB, 3/16" HS) 1AL EXTENDED SILL (3 1/2"), MAX. 120" (10° HIGH DOOR. TABLE 4 L SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 ° ) GLASS TYPE 8. 7/18" LAMI (3/16" HS,.090 SOP, 3/18" HS) FTL4181 f +80.0 y 80.0 ec;_r_ Visibly Better O 0 O 0 0 0 0 0 • •••• 1. STANDARD 2 7/16" SILL LIMITS POSITIVE DESIGN PRESSURE TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHAP Qgp • • 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WITH GLASS TYPES C. D, E AND F (TABLES 5 AND 6). REINFORCEMENTS ARE REQUIRED IN DOOR PWIIILSbV:TH GLASS TYPES A OR B (TABLES 1, 2, 3 AND 4). • • • • DESIGN PRESSURES • e o ALUM. SLIDING GLASS DOOR, IMPACT* • • 600 FULL 3 • 14 . 445 el 0 e 0 0 0 • • C • • • • • 0 00000 • 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 ••• E+m�� " •••• • • • • Med,SMWP 0 0 0 D POCKET 1 D - <} B C { / <} 1 B A A /i r - IC /� 1 1 4 Br l 1 112 3/4' DAYLIGHT OPENING, TO 0 P FT. W (DOOR - 7 1141 IA MAX 120" M TYP., HEIGHT, NOM. FOR PANT IEDLES HEIGHT TO 4 FT. WI - . SEE MAX. WIDTH TABLE NOTES: 1. SEE SECTIONS ON SHEETS 7, 8 AND 9. 2. FOR APPROVED CONFIGURATIONS SEE SHEET 8. 3. FOR ANCHORAGE SEE NOTES 4 AND 5, SHEET 1. w..e e FX. SEE MAX. WIDTH TABLE ber 62HN4 Er ■."a9r CM FK 6/1&04 F.K. 107104 IL"w,9r.'NW F.K. 6/1&04 POCKET Df pX OR Xp E 39 1/4" TYP. Aj" SEE MAX SEE MAX. WIDTH TABLE WIDTH TABLE XO OR OX XXp OR pXX a.,4nQ A ADO OPPOS cONFIG 70 WIDTH TABLE AND VIEWS B - NO cgANOE THIS SHEET 16,40.1. C NO CHANGE THIS SHEET rrawnr 9"4 pXXXO OR OXXXp POCKET 1979 75CB INOLOOY DANE NOKOMW. FL 54275 P.O. BON 1529 NOKOMM a 94774 Visibly Better SEE MAX. WIDTH TABLE OXO SOD-70 NTS 6/wok 4 • 14 AX. TYP., . LS UP DE NOM. 43 7118" MAX. DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/161 A O 0 O 0 0 e0 0 •••• • • •••• • • • • • • •• •• EXAMPLE ELEVATIONS, NOM. 4 FT .VIDE PAJNEL ALUM. SLIDING GLASS DOOR, IMPACT o�,Ia ra. • • • , 5._ 4481 • C p • or XOX 000 CONFIG. DIM. 1 mi . 1, 149 14 144' 144 • +'• IM 9e MA {i?'ri) 1.1713 198 �z 1 ., p .;+Ermm 198 OTC D 1951 9 16' 6' 0000 19e 9/18 MAXWIDTH TABLE • ••• • • • / • • • • • • e 0 e oaeoeo o e • • • Czar A. T9me•PP. PE 95870* eeeo Aroduallcai • 0 00 0 Or POCKET I I ��. �} m ��� IC l� B A � /� lB 83/4 DAYLIGHT OPENING, FOR PANELS THAN 4 TO 5 FT. WIDE, (DOOR -7 ° MAX. TYP., 98" M WIDER HEIGHT, FT, UP FOR PANEL NOM. THAN 4 I HEIGHT TO 5 FT. WI /4") SEE MAX. WIDTH TABLE NOTES: 1. SEE SECTIONS ON SHEETS 7, 8 AND 9. 2. FOR APPROVED CONFIGURATIONS SEE SHEET 8. 3. FOR ANCHORAGE SEE NOTES 4 AND 5, SHEET 1. Pace DF mr P.K. 62641 E{ POCKET Dr SEE MAX. WIDTH TABLE pX OR Xp 1E c> B SEE MAX. SEE MAX. WIDTH TABLE WIDTH TABLE XO OR OX XXp OR pXX A ADD OPPOS CONFIG TO WIDTH TABLE AND VIEWS mbe 6/8.01 Itelithns B 11.4m Mocked DA r NO CHANGE THIS SHEET NO DHANGE THIS SHEET 39 114" TYP. 1 .x x .1111M101111. 1 T : minamm l: ay MAX.WIDTH TABLE CONFIG. DIM. 185 184 13/18' 18b" 80 O XXD 244 9/1 XXXO or O 244 X 2448 pXXXX or XXXXp 244 pXX)0(p 24312° 244 9/18' • 6 1070 TECHNOLOGY ORNE NOKOMIS. FL 11175 P.O. BOX 1679 NoKOMI9. FL 34274 pXXXO OR OXXXp Visibly Better EXAMPLE ELEVATIONS, NOM. 5 FT Ig'!DEcAAIEL ALUM. SLIDING GLASS DOOR, IMPACT • sown SGD.70 SEE MAX. WIDTH TABLE OXO NTS 55 7/18" MAX DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/18') lA TYP., 3 WIDER T. UP 7E, NOM. O 0 O 0 0 00 0 • •••• • • •••• •••••• • • •• •• n..: o•-ro P. • • • 6 • 14 440.-0 • Approwa Flee:VP !roe 1 II "` •• • • •• • •• • I • • 0.0• • • 0 0 0 e0• 0 . 00 ®8 O O. • • • to= A. Tumor, • E. PE 068201 • • • • M•dar0C•I • 6 ✓ 0 00 0 ocs • E -�- -SECT. D-0 l f J X POCKET. Xp (SHOWN) OR pX SECT, D -D / SECT. A -A .1 -S CT. BI - BSECT. E-E \ SECT.0 -` SECT. I-1 OX (SHOWN) OR XO SECT. G-G SECT. B -B ■ SECT. D-D- SECT. C-C SECT. D-D -N. -. XX DOUBLE POCKET, pXXp SECT. E-E - SECT. B -B- SECT. B- B- SECT. E-E Ka j ai ,% ?.. „ <,,.,_,ag; XOX 000 AU. FIXED SECT. F -F - SECT. G -0-_ SECT. A-A SECT. B-B i 0(0 POCKET, pXXO (SHOWN) OR OXXp NOTES: 1. SEE SECTIONS A-A, B-B, C -C , D-D AND E-E ON SHEET 8. 2. SEE SECTIONS F-F, 0-0, H -H AND 1 -1 ON SHEET!). - SEC. E E� - SEC. B SECT. I -1 SECT. A-A-- SECT. F -F ECT. B-8 -- / XX POCKET, pXX (SHOWN) OR XXp SECT. B- B- SECT. G -G� SECT. A-A SECT. B -B SECT. C -C SECT. 0-G - SEC. B -B--` SECT. C-C- -r,-/aus --c z,.. i „ r. -iii; INTERIOR (ALL CONFIG.) EXTERIOR 0)Oc0 OXXX POCKET. OXXXp (SHOWN) OR pXXXO _SECT. B-8- SECT. C -C- oa OXO WI LEFT SLIDING PANEL (SHOWN) OR W/ RIGHT SLIDING PANEL SECT. A-A SECT. D-D-\ -SECT. SECT. -F SECT. D -0- SECT. B -B SECT. C C- _7 -SECT. E -E ''''OX;/(SHOWN)OR XX0 SECT. A H-H _ , -SECT. H4j ,-SECT. A-A i5 XXXX XXXX DOUBLE POCKET, pXXXXP 0000 ALL FIXED XXXX POCKET, pXXXX (SHOWN) OR XXXXp - SECT. 8 -B_ - SECT.A -A -SECT. 8 -B -SECT. E -E SECT. I -1 - SECT. B -8--' SECT. C -C- ;fir ” - .vii,,.,i�.,,;,�: SECT. B-B - SSGT•li • ‘roe•ee • 0• • �0 0 •e•• eoee•• SECT. B -B •5�� Db /.i %,,% _. ..,,,.,- •s% • • e e o o 0 • O • • 0 • • • o o 0 •• • ••• • • • • • • • • • • • • • • • • '�' '�� • • • • E • • •••• • • •[F:4» .w1p: FK w•r0r FK pact F.K 0. 843A4 V 1d7A4 AwriAnner A e C er bah: Closaer wn. F.K. 0/181G4 CORRECT Xhp 3 OX0 ccNF7OS No CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY BRINY NOKOMIS, FL Y177B P.O. BOX 1379 l5 FL 34274 Visibly Better SOD.70 CONFIGURATION DIAGRAMS ns ALUM. SLIDING GLASS DOOR, IMPACT NTS B d 14 o.... 4408 -1 C I Luc., A To nor. P.E. PE 068201 Machonkel •o • G • 0 0 0 0 0 0 • • 0 • • • •• e L lin ,,11 LLNIIII*IE Sal 0 INTERIOR littirii+- © © 0 EXTERIOR TYP, VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL &2504 FhAtIonc ADD INTERIOR OFSf0NA110NS NO CH4NOE THIS SHEET NO CM4NOE THIS SHEET ASTRAGAL SIDE RAIL 1070 TECHNOLOGY PRIM NOKOMIS, FL 34275 P.O. BOX 1024 NOKOMIS, FL 34274 EXTERIOR TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS Irtaslifra 8 per• 0 a.isedIr me. Visibly Better VERTICAL SECTIONS ALUM. SLIDING GLASS DOOR, IMPACT NrwuNa: - lbw ' Nor ' b..ev Na 500-70 1/2 7 r 14 4408 -1 O 0 O 0 0 • • 0 0 0 0 0 0 0 • 0 0 0 0 00o0 0 0 • 0 • • • . •• • •• •• • 0 • • 0 • ASTRAGAL SIDE RAIL 0900 O 0 ••0O 0 0 0 • 9 0 • 00 • 0 t't1L= 0 0 0 • Appra+ed II1n r40,4/ 4I1 1 f T Y , I ?, 1. •••• '1•°W/tiv • Loom F, Tumer. P.E. PE 050701 Morison ml 0 0 • • 0 0 0 0 0 • D00 0 300 0 0 •••• • • • •• •S •,D 0 • SECT. A -A FIXED STILE AT JAMB (OUTSIDE) SECT. C-C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) CHAN05 SEC7C -C TITLES REMOVE EXT KNOB LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D 0 or X 1070 TECHNOLOGY DRIVE NOROMPA FL 34270 P.O. SOX 1620 NOKOMIS, a 34171 REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. B -B DOUBLE & SINGLE INTERLOCK REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY Visibly Better 0 or X 0 • SECT. E -E MOVABLE STILE AT JAMB (INSIDE) HORIZONTAL SECTIONS ALUM. SLIDING GLASS DOOR, IMPACT 800.70 1/2 8 • 14 Mip. • EXISTING STRUCTURE SECT. D -D MOVABLE INTERLOCK AT P-HOOK 4406 -1 O O O 0 0 00 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 O 0 0 0 ••• • • •• •• • • • • e • O 0 0 00 0 4 INTERIOR (ALL SECT.) 0 , EXTERIOR 0 O 0 0 O 0 •00• 0__.•0 • 0 • 0 0 O 0 0 0 Y •• 000 000 App1•" dQO•vrye `� 0000": nimbi . 12.1 • • • .1-11U0 • • 0 0000 e �nrt'!o • • e Luao A Tumof, P.E. PE ASA201 Modienlool • • 0 • • 0 • • F.K. d•r Ri../0, F.K. • B?641 row: 8100d 10.6if or A Plavidas Road W rte: w••w: F.X. 10/7104 C EX. 871&04 REINFORCEMENTS READ W/ GLASS TYPES A OR B ONLY SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) 1 REINFORCEMENTS READ WI GLASS TYPES A OR B ONLY SECT. H -H DOUBLE & SINGLE INTERLOCK (FIXED) SECT F-F CHO TITLE B REMOVE KEY. SECT H4i CHO CLIP SCREWS NO CHANGE MS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NON0M18. PL 04270 P.O. 8QJ( ?010 NOKOMIS, FL 34274 LOCATED AT VERTICAL CENTER, 12' FROM TOP AND BOTTOM OF FIXED PANELS (3) REQU Vfslbly Better ""`"*"" 000-70 SECT. G -G FIXED STILE AT JAMB (INSIDE) ALUM. SLIDING GLASS DOOR, IMPACT 1/2 u.r 9 r 14 SECT. I -I • ® • • •• • MOVABLE STILE AT JAMB (OUTSIDE) HORIZONTAL SECTIONS CONTINUED 4408 -1 C 4 INTERIOR (ALL SECT.) EXTERIOR •••• • e ••• 000 • •• 0 • 0 6 • t e 0000 • • • v.•.• ••• `� • 00•• • • V•/ f {yaw A. TUma. P.E. PE 061701 ud,anlm s • 0 0 0 0 D • • 0 • • 0 • ITEM DWG 1 4302 2 4388 3 4303 4 4381 5 4314 6 4315 7 4386 8 4304 9 1155-1 10 4308 11 4383 12 4399 13 4398 14 4380 15 4381 16 4306 17 4403 18 4382 19 1235 20 4393 21 22 23 24 25 26 27 4357 28 4388 29 4387 30 4389 31 4392 32 4392 33 4392 34 4392 35 1049 36 1838 37 38 P<IT 812245 7P4386 84303 64381 812254 64315 71184 612247 781 PQA 612249 84383 84399 84398 84380 84381 64305 64403 64382 678160 673930 720X112X 71420X114SHCSF 71032X1FPFX 70834X 78X38PPT 71032INSERT 84357M 44387 44389N 7XXX1MD(BSW) 7XXX4MD(BSW) 7XXX3MD(BSW) 7XXX2MD(BSW) 71049 72048 W,K,S 7SGD4060 7SGD2889 'DESCRIPTION FRAME HEAD SILL/HEAD WEATHER STRIPPING PAD FRAME SILL 3.500 SILL ADD ON ADAPTER, FIXED PANEL THRESHOLD COVER HEAVY DUTY 4 HOLE BUMP STOP FRAME JAMB #8 X 1" LG. S. STL. QUAD/PHIL PAN HEAD PANEL SIDE RAIL DOUBLE INTERLOCK INTERLOCK ASTRAGAL BASE FEMALE ADD-ON MALE ADD-ON TOP & BOTTOM RAIL P-HOOK FOR POCKET DOORS FIXED PANEL CLIP WSTP .170 X .270 BACK, FIN SEAL WSTP .400 X .270 BACK, FIN SEAL 1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F 1/4-20 X 125 LG. SHCS S. STL. #10-32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES #8 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. KEEPER MOUNTING SCREW #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 10-32 ALUMIN THREADED INSERT ALUM. REINFORCEMENT .500 X 1.500 MOVING/FIXED INTERLOCK END PLUG ASTRAGAL BASE END PLUG LOCKSTILE END PLUG TOP RIGHT STICKER COVER BOTTOM RIGHT STICKER COVER TOP LEFT STICKER COVER BOTTOM LEFT STICKER COVER TANDEM ROLLER 3/4" HOLE PLUG (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & (1) KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER FTEM 39 40 41 42 43 44 45 48 47 49 51 52 53 54 55 58 57 S 1 S4 87 S11 S14 S15 4344 4384 DWG# 1224 1225 4324 4395 1287 749 4359 4375 4317 4318 4319 4320 POT # 8TP247 6TP248 6534601 84396 71267N 78RKTM25 74356A 64375 612258 612257 812258 612259 64344 64384 DESCRIPTION 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" H.S. 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" ANN. 7/18" LAMINATED GLASS - 3/18" H.S. - .090 DUPONT BUTACFTE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/18" H.S. 1 1/16" LAMINATED GLASS 3/18" TEMP - 7/16" AIR SPACE - 3/18" ANN. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/18"11.S. 1 1/16" LAMINATED GLASS 3/18" TEMP - 7/16" AIR SPACE - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. DOW CORNING 899 SILICONE GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT VINYL BULB WEATHERSTRIP (THICK) VINYL BULB WEATHERSTRIP (THIN) 7/16" LAMI GLAZING BEAD 1 1/18" LAM I.G. GLAZING BEAD SETTING BLOCKS 1 "X 1/2" X 1/8" THICK REINFORCEMENT SPRING CLIP FIXED PANEL ANGLE BRACKET 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/18" ANN. 9/18" LAMINATED GLASS - 1/4" H.S. 9 .090 • DUPONT SENTRYGLAS PLUS INTEFILAYI•R -• 1/4" H.S. e e • 9/16" LAMI GLAZING BEAD SCREEN TOP RAIL SCREEN BOTTOM RAIL SCREEN SIDE RAIL • • • • SCREEN MEETING RAIL •••• SCREEN ASTRAGAL SCREEN ASTRAGAL ADAPTER • • •• • • • • • • • • • • 0 • • • • 0.00 O 0 0••• 9 0 0 • • 0 • 0 0 0 0 0 0 o ••• 0 3.04 F.K. w.a"r , t.,: 8 'Vex 8/18/06 lined 9r F.K. 100076 R..i"b": A P..em"r 6na., A- 5,w Marl Or Gab F.K &1807! REVISE OESCRIP. DENS 1$13,15,81,84,876 811 NO CHANG870178 SHEET C ADD ITEMS 661157 1070 TECHNOLOGY DRIVE NOR01103, FL 34275 P.O. SOX 1529 INXX01415, FL 34274 VIslbly Better 55°55 900-70 PARTS LIST ALUM. SLIDING GLASS DOOR, IMPACT NTS er,.! 10 d 14 4408 -1 C Luau A. Tama, P.O. PE 698201 MSC ataal • • • 0 • 0 0 00 0 0 • o • • •• 0 00 0 F.lG EX. �mmru, F.K. a..,. F.K 5.177 h— .078 NOM. 68 66 WALLS VARY FROM .080 TO .250 11 1 - FRAME HEAD MATL: 6063 -T5 DWG# 4302 ■L 6 - THRESHOLD COVER MAIL: 6063 -T5 DWG# 4315 - T 1.619 r .667 062 NOM. 11- DOUBLE INTERLOCK MATL: 6063HS -T54 DWG# 4383 CHO 1TEM8 6 13 NAMES CHU NO N0E THIS SHEET NO CHANGE TH18 SHEET DEW 1 WALLS 078 NOM. VARY FROM .080 TO .125 3 - FRAME SILL MAIL: 6063 -T5 DWG# 4303 5.357 8 - FRAME JAMB MAIL: 6063 -T5 DWG# 4304 1 12 - INTERLOCK MAIL: 8063HS -T54 DWG# 4399 070 TECHNOLOGY DRIVE MO NOM18, PL 54276 P.O. 80X 1620 801(0818, 7L 34274 1.235 1 2.981 laved u,: 1: 80694 wee 6/1891 0A• 1077.04 8/ 18,04 /Webs A 8 re,�,e•• C 0..ea44M• Visibly Better .082 NOM. .062 NOM. WALLS VARY FROM .080 TO .125 EXTRUSIONS 3.500 4 - ADD ON SILL MAT'L: 6063 -T5 DWG# 4361 2.700 16- TOP 8BOTT.RAIL MAT'L: 6063 -T5 DWG# 4305 ALUM. SLIDING GLASS DOOR, IMPACT ewese mr 'aa.r. 'dw+ae6 800-70 NTS 11 r 14 4406 -1 1_ 1.0e7 u �� .125 O 0 O 0 0 • . 0 • 0 0 • 00 00 a 41R 0 0 000 • •• •• 9_9_ • •• e o • • 13 - ASTRAGAL BASE ®• MAT'L: 6063 -T6 ° ° ° DWG# 4398 1 2. I 17 - P -HOOK MAT'L: 6063 -T6 DWG# 4403 0000 • 0 •••• 00 • • . 0 • •0 Lunn A. Timer. P.E. P8 80820 Me.o6himl 0 0 • 0 . 0 0000°0 0 • • •-•-•• 0 :.. c i • • O 0 WALLS VARY FROM .108 TO .188 Rw.. My Mac P.K. &7604 4.417,- ow: F 8/1604 Helot u F • 107474 F.K 6'1&04 5 - ADAPTER, FIXED PANEL MAIL: 6063 - T5 DWG# 4314 10 - PANEL SIDE RAIL MAT'L: 6063 -T5 DWG# 4306 14 - FEMALE ADD -ON MATL: 8063 -T5 DWG# 4380 bMmn A Rw6bm Md. te 1.428 �+-- 2.378 ---�{ 11 REVISE 0E6CR /PT. 81,94,97 A 811 NO CHANGE THIS SHEET NO CHANGE MIS SHEET .062 NOM. .082 NOM. 062 NOM. 1.700 15 - MALE ADD -ON MATL: 6063 -T5 DWG# 4381 S11 - SCREEN MEETING RAIL (SCREEN FRAME) MAT'L: 6083 -T5 DWG# 4320 1.993 J 2.757 S4 - SCREEN BOTTOM RAIL S7 (SCREEN FRAME) MAIL: 6063 -T5 DWG# 4318 7070 TECHNOLOGY DRIVE NOKOM(3, 0. 34775 P.O. SOX 1829 NOX01.4 FL 34274 .109 AVG. WALL THK. .082 11 11 1.872 - SCREEN SIDE RAIL (SCREEN FRAME) MAT'L: 8083 -T5 DWG# 4319 NOM. 1.019 EIGT Visibly Better EXTRUSIONS .062 NOM. S1 - SCREEN TOP RAIL (SCREEN FRAME) MAIL: 6063 -T5 DWG# 4317 .050 NOM. 1 34 1.305 S14 - SCREEN ASTRAGAL MAT'L: 6063 -T5 DWG# 4344 .060 NOM. 1.993 J 1.935 ALUM. SLIDING GLASS DOOR, IMPACT aeU..ked — 9.r' hom SOD-70 NTS 12 14 4406 -1 2.272 L O 0 • e 0 • 0 o 0 0 • • 0 0 • 000090 0 01_0 •- 0 e 0 • f�V0 • 18 - FIXED PANEL CLIP MATL: 6063-T5. • DWG#4362 ° 3.162 {_ .083 V NOM. 0 0 0 0 e 0 •••0 00 0 • e 0 • •e • S15- SCREEN ASTRAGAL ADAPTER MAT'L: 6083 -T5 DWG# 4384 • •.L• • • 400•• • Wan A. 1 tuber, P.E. PE 058201 Mochonlcd s 600e0 0 0 • • • o 0 0 0 0 .0 0 _ 1 � • ►,►a�.; • 0 • e 0 • • 0 • • • HEAD AND BILL INTERLOCK B ASTRAGAL ANCHOR A. 7118 LANE (A, .080 SOP, H) B. 7/18 tAM1(11, .080 BGP, H) CLUSTER BY PANEL SIZE & GLA88 TYPE C. OR E. 7/10 IAMI (A.H) OR IN 1 1/18 LAMI I.G O.0/18' LAW D. OR F. 7/18 LAMI (14 PI) OR IN I I /10 LAMI I.G. (11,.000 8GP, H) DOOR HEIGH Qfi11 Q3Ci1 Emma 11172mi 1 A A A A A A AAA A A A A A A A A A A A A A A A NOM. PANEL WIDTH 24' (2) 30 "( 21 ) 38" (3y 42' (3 48'(4 64' (4 80' (8°) Ami Or F.K Amurkr F.K. C,E D,F A 8 C,E D,F B Ce D,F A c,e D,F A B C,E D,F A 8,0 A 13,0 Who /Ihl1/13/ 7r r A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 8 A 9 A.,24„c A A B wwws B 'fyZRtsul V, A A A A A A A A A A B A 8 A 8 A B A B A B A 8 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A B A B A B A A A A A A A A A A A A A A A B A B A B A 9 A B A A A A A A A A B B 8 B A B 8 A B A C A C A C A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A B A 8 A B A B A B A A A A A A A A A A A 8 A A A B A A B A B A B A A A A A 8 B B 8 B 8 A B A B A 8 A C A C A C A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 8 8 A B A B A A A A A A A A A A A 8 B A B A B A B A B A B g A A A A 8 A B A A A A A B A B A B A B A B A B A 8 A B A B A C A A A C A A A C 8 A A C A A C B A A A A A A A A A A A B A B A B A B A B A B A 8 A A A A A A A A B A B A B A B A B A B A B A C A A B B B 8 B 8 B B B C B C B C A C A C A C A A 0 REVISE NOTES A 3 4 4 HEAD. REVRIE TABLE. NO C31.4NOE TlES SHEET !I! A A A A Al A A AAAAAA 131 A A A A A 1070 TECHNOLOGY DRIVE NOHOWS, FL 3075 !Dad /06 'bah- AndWng Fit lomo• c RECALC ANCHOR CAPACMES, UPDATE SPACING NOTES TABLE F.O. BOX 1520 IYOHOMIS, FL 34274 Or tr.: amid bar F.K 6/1E144 AAAB ABBC A A AAAB ABBC MIAMI-OADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 0 o 1 TWO M AMI-DADE COUNTY APPROVED 1/4' TAPCONS OR #12 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION DETAILED IN NOTES 2 THROUGH 4. P-HOOV &A SINGLE ROW OF 1/4' TAPCONS OR #12 SCREWS AT EACH LOCATION DETAILED IN NOTES 2 THROUGH 4. &HEAD 8 1/4' MAX. FROM CORNERS AND 16 3/8" MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CE/ITIKtLINe. SILL ....... 8 1/4" MAX. FROM CORNERS AND 16 3/8' MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERCIN?. 3. MAX 120" HIGH DOORS W/ PANELS UP TO 48" WIDE. &HEAD 8 1/4' MAX. FROM CORNERS AND 16 3/8" MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CEIYINER,PIE• • SILL..... ..... 8 1/4^ MAX. FROM CORNERS AND 16 3/8" MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENI • JAMBS.. V MAX FROM BOTTOM AND 26" MAX. 0.C. • &HEAD 8 1/4" MAX. FROM CORNERS AND 22 7/6" MAX 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CEN1VtLINE9. - • SILL 8 1/4"" MAX. FROM CORNERS AND 22 7/8' MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE. 4C4lir;;4 JAMBS 8" MAX FROM BOTTOM AND 26 11/16" MAX. 0.C. ANCHORS ABOVE ARE MIAMI-DADE COUNTY APPROVED /4" TAPCONS OR P12 SCRE1NS TABLE 7. CLUSTER A - (4) ANCHORS ANCHORAGE SPACING Visibly Better INTERLOCK OR r— ASTRAGAL CENTERLINE INTERLOCK OR ASTRAGAL CENTERLINE CLUSTER C - (6) ANCHORS HEAD OR SILL ANCHOR CLUSTERS ALUM. SLIDING GLASS DOOR, IMPACT 1/8 4408-1 CLUSTER B - (6) ANCHORS 0 0 0 0 INTERLOCK OR 1 ASTRAGAL CENTERLINE 0 • PE tod8201 Mothenbal • • 0 0 0 • • 0 • • 1 /4' MAX. SHIM -.-I EXTERIOR 1/4" MAX. SHIM 1/4" TAPCONS (SEE NOTE1) TYPICAL FRAME JAMB INSTALLATIONS F.K. F.K. FK F.K. EXTERIOR 1 1/4" MIN. (CONCRETE) EXTERIOR (CONCRETE) TYPICAL POCKET P -HOOK INSTALLATIONS W..,4 Own 9Y 92604 rra: 8'1804 1MA74 '10 A A Pftrabdir efamoi e Sy REMOVE SILT. VIEW My Ix WOOD NO CHANGE THIS SHEET 2x WOOD (SEE NOTE 2) Ix WOOD BUCK (SEE NOTES 3 & 4) (CONCRETE) 1 1/4' MIN. Ix WOOD BUCK (SEE NOTES 3 8 4) 1 /4 "TAPCON _ (SEE NOTE 1 REMOVE MFR NAME, NOTE 1 EXTERIOR 1/4° TAPCONS (SEE NOTE 1) 1x WOOD BUCK (SEE NOTES 3 & 4) EXTERIOR NOTES 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 12' OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 12" THICK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. WOOD BUCKS LESS THAN 1 12' THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). EXTERIOR 1070 TECHNOLOGY LIME NOKOMIS, FL 34278 P.a 801Y 1829 NOKOMIS, FL 34274 fl (CONCRETE) 1 1 •..�..•. F 1 1/4' 1� T -1/4" MAX. SHIM 2x WOOD (SEE NOTE 2) Vlslbly Better EXTERIOR EXTERIOR 412 SCREWS 1/4" TAPCONS (SEE NOTE 1) ANCHORAGE DETAILS EXTERIOR TYPICAL FRAME HEAD INSTALLATIONS 1/4" MAX T i l SHIM IM - a lll ! L 1 I12 "MIN. GROUT MUST TRANSFER SHEAR LOAD TO SLAB 2x WOOD (SEE NOTE 2) ALUM. SLIDING GLASS DOOR, IMPACT 8eD 1/4 14 . 14 4408 -1 O 0 • 0 0 0• e • co o MAX. • 01••00 30 00 ' 1 U4'W.11N 0 100 0 (CONCRETE) • • • • • • • TYPICAL FRAME SILL INSTALLATIONS' • • • • 2x WOOD (SEE NOTE 2) ••00 O 0 •••• oe e • 0 0 • • Da • 7 Oi4 : e NO 161.!/Wy.>• Y ._ / 11 I'" • •1•• Luca A Tumor, P.E. PE A:8201 • M•be 1md 0 0 0 C 0 0 0 • 0 000000 • 0 0 •eoeoo 0 • I 0 0 00 • •0 • •• 0 • 1•• • BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODI i(J' CONfROI, DIVISION NOTICE OF ACCEPTANCE (NOA) NGT Industries N.O. Box 1529 Nokomis, IQ 34274 MIAMI- i)Al)I? COUNTY, FLORIDA iii- :iTO- 1lA')1'.} L�(�1ER 1iUILl)lN(i 140 YC I:LAGLirit :;'PtEP "1', SUI'T'E 1603 AN,'. I. FLORIDA 33130 1501 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 Ia� -64 - 8 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 (A111). 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 A1 (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 thc 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 "SH - 701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9198 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATTING: 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 revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above, The submitted documentation was reviewed by Theodore Berman, P.E. PGT Industries o o 000 0 00 00 0 0 0 O 0 0 0 0 0 0 0 0 ••• 0 0 0 • • O 0 000 0 0 0 • 000 •• 0• 0 • 0 0 0 • • 0 • • • • 0 0.0 0 o 0 0 0 •° 0 0 ° 0 0 • •• • • O NOTICE OF ACCEPTANCE: E\'1L11AC.E S1 liIVI, TEI > 0 0 0 0 0 0 • • • • 0 0 0 O ••• 0• C. CALCULATIONS • 000 • •• • • • 1. Anchor Calculations, ASTM-E1 300-98, a �rcl *d]'a ;; dai e.l 5/9/03 prepared, signed and scaled by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02 - 0828.15 issued to E.1. Dupont DeNemours for "Dupont But.acite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03 - 0421.01 issued to Solutia for "Saflex HIP ", 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. OTIIER 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 (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03 -0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 COMPARATIVE GLASS TYPE: A. 5/16" b. 5/16" C. 13/16" 0. 13/16"1.G., A ANALYSIS TABLE: LAMINATED (1/8 "A,.090,1/8 "A) FTL -1689 LAMINATED (1 /8 "HS,.090,1 /8 "HS) FTL -1889 I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -3739 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1/8 "HS,.090,1 /8 "HS) FTL -3739 WINDOW WIDTH 26.500 WINDOW HEIGHT 38.375 50.625 63.000 76.000 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -60.0 [1,D 66.7 - 80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 37.000 A 66.7 -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 E1,D 66.7 -80.0 66.7 -80.0 66.7 - 80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 - 76.1 53.125 A 66.7 - 80.0 63.4 - 63.4 47.9 - 47.9 48.3 - 48.3 13,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 63.4 -63.4 58.7 -58.7 54.5 -54.5 o p 0ooa09 O p O 00004 a o I 000000 000001 • 0 00000! O o I 000000 o p 0 0 0 0 0 0 00 O 0 e 1 0 0 0 9 0 0 0 0 O 0 0 0 0 0 I o To 0 0000'0 • I0 0000 0 0000I o 1 01 0 0 0 0�0 I ,o % 0 0 0 o p -E I i o. • • o / o oo. ,,. 00. O r, 00 r, 0 0 0 . . . 0 0 0 • • . MAX. ON CENTER TYP. HEAD 3.: SILL 1 MAX. WIN000 WIDTH I I I I 1 0 l E \T S17E., 50 1/2" x 38 1/4" ELEVATION NOTES COINT NL_D 4 . ANOhORS:MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) 1.47\. SPACING ,AT HEAD & SILL: 13.000 MAX. o FROM EACH CORNER ( JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5 REQLIREMENT. N3 SHUTTERS REQUIRED 6. RE'ERENCE - EST REPORTS FTL -1389 :',c FTL -3739 _ ___J_ 8" MAX. AT MTG. RAIL 13 /8" MAX 0 C 6 ' MAX. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER � BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. N\ 8. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.C90 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED CLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) ANC GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY /e /f Robon L. Clark, P E PE. 039712 Sbuaur.l INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R.nd Dy F,1<C R.rnd 9. F.K. rile: 0.t.: 6 907.: 03/26/03 R.rblans: 6-ADO GLASS TYPE k rAmi R.,olon.: C -ADD 13/16 LC. Rered By: Dale: R.ri,ionr: F.K. 10/11/01 TB, TABLE, EXTR. R.rsd By: Ws: R•rl.lonr: D.B. 8/18/98 Drown Dr Dot : D.B. 2/9/98 Description: ELEVATION & NOTES r- OF 11 • 1b71111•: • ALUMINUM SINGLE HUNG WINDOW Swiss /U d.l. Scala: Sheet Dra.i No SH - 701 NTS 1 .r 5 4040 R.r a • 00 0000, o 000000 o • • 0 O 0' • • 0 0 000000 ITEM 1 F C s FRAM HEAD FLANGED FRAME 51 Alum. 6063 —T5 Alum. 6063 —T5 E JAMB (Alum. 6063 -1 ) FIXED MEETING PALL (Alum. 6063115 —T54) S T RAJ Alum. ••6311S —T5 SAS BO OM RAIL Alum. 6063 — SASH SIDE RAIL Alum. 6083 -15 GLAZING BEAD Alum. 6063 —T5 WEATHERSTRI — VINYL BULB 1 CON DUPONT IN RLAYER 6 x .750 PHIL PN. H . Alum. 6063 —T5 8 x .375 PHIL. P. . TEK WEATHERSTRIP — VINYL :U SASH SASH TOP GUIDE SCREEN 611247 2 8 8 1 per Glazing Bead 2 2 to 9ttach Bow flat's to Jambe 1 11.5 from end of vent top roll) 2 If wIdih is >4 42 Sweep Latch Screws when ueln• 2 Swee• Latches 6 frame ombs s ram bot. Windlood Ada. ter Screws 1 per each •ciente 1 0 each frame Iamb) O vent 'ambe & vent to rail ALUMAX ALUMAX ALUMAX TEAM P1ASTCS DOW CORNING H.P.C. AQ A FASTENERS MINIATURE CIE CASTING AIERC "S T ER TEAM PLA CS MASTER TOOL VINYL TECH. PG1 %YBORG CALDWELL A —12 6 0= -12227 84054A 64006 —12230 AF -12231 PGT.21 SWEEP LATCH x .625 PHIL FLT. HD. STP .187 x . 30 BACK FIN SEAL 612230 612231 7658PFAA 7858WIY 78X38PPT 6 x .500 PHIL. FLT. HD. Alum. 6063 —T5 x 1 •s0 P111 . P.H. SMS EGRESS LATCH OPTIONAL SPRING ILL LATCH OPTIONAL BALANCE JLTRA —LIF SASH S > 40 65M55W 61207 4067 16" LAMI W/ 3/8" AIR SPACE) ••• • 1' • • •ss s 1060 (t • e SCHLEGEL OR EOUN. 060G 4009 2 7SPRNG 64009 O to of eoch Irame 'omb Frame & Vent Ass - r 1 • • •: • ••sl •/l u 675160 F - 51.15504 WC996 -1207 DESCRIPTION SEAM SEALER WINDLOAO ADA• R PLASTIC GLAZING BEAD 13 16 I.G. 6063 - 13/16 LAM! I.G. GLASS (1 8 115 dr 5 OF 8" H 13 16 LAMI I.G. CLASS 1 8 HS QTY. / LOCATION 5 16 LAMI W 3 8 1 • • AIR SPACE ALUMAX ALUMAX INOALEX IIJOALEX S CHNEE NOR PROTOTYPE DALEX PCT VENDOR VENDOR # AF -12225 o • • O 0 0 0 0 0 0 0000 O 0 0 0 0 0 0 • 0.000• 0 • O • 0 • •••• •• • • •••• •••• 0 • 0 0 • • • • ! /a., ANNE.A L_! • OR • HEAT STRefli!1f1 -- 0 0 GL`y.••• O 0 0 O 00 .399 IPITERiAYER --.- 0 %6EX EY st_CTIA O o CUIONT fkB 0000 1/8" HEAT STRENGT -EKED GLASS 3/3" .AIR SPACE "3/16" NOM. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. r GLASS BITE " hc/I Robert L. Clerk, P.E. PE 839712 INDU TRIES 1070 TECHNOLOGY DRIVE NOK01415. FL 34275 P.O. 80x 1529 NOKOMIS, FL 34274 Rand B F.Is. Roved N K F. .. Roved 6y: F.K. Rend D. Drown By: D.B. Dater 6/3/0,3 Dot. 03/26/03 Dot. 10/11/01 Dot. 8/18/98 Dole: 2/9/98 S.A./Model Sew.: SH - 701 NTS Rswabns: D /DD GLASS TYPE /1544 36 Rsnsbn. C — ADD 130 -135 Faris :01r TB, TABLE, EXTR. Revision. Duanpllan: PARTS LIST & GLAZING OPTIONS ALUMINUA4 SINGLE HUNG WINDOW nest: 2 of 5 arovMp No. 4040 REFERENCE TEST REPORTS: FTL- 1889 & FTL -3739 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS •--- 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8 ANNEALED OR HEAT STRENGTHENED GLASSA 5/16" LAMINATED / PRODUCT REVIBFD m am Wet ►68 c1 0 Mitte w bj.•• •• .Ol [tsayY•sl•• _ .T1[z111b o . 0.000•. o 0. o00000 0 0 0 0 0 • 0 0 • • 000000 00••• • • • o 00 0 • 0 o • • • 0000 O 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 00000 0000 0 0 0000 76.000 LEIGH 1 707 • 0 a° • ° ©•• . Gfi�y • • N.� •••• • • • ••• 1 • ( ••• •' (; 0 • • • 0000 `: /0 \'. 0 • O 00 O 0 0 0 0 --- 2.784 500 1.123 IF OPTIONAL Robert L. Clerk. P.E. PE #79712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R.nd 9: Ffl Rrv0 8y: Drown By: 0.8. Dot R.4.1 Rovrd 5: Doi.: Reh.�ov: F. 03/26/03 C — ADD 130 -135 Rrvrd 5y.� 15c1.: F. 10/11/01 Dof: Sjl 8/98 Dot.: 2/9/98 SeNr /Model 5H -701 Scale: NTS Rovirlone: T8, TABLE, EXTR. R.Nrlonr: Deecrlpien: SECTIONS nu.: ALUMINUM SINGLE HUNG WINDOW Sh.•1: 5 Qrcrinq No. 4040 .655 , EXTEOR I : ROUGH / 2.78 OPEN.NG ROUGH 0 'OPENING 34.500 DAYLIGHT OPENING 2 11 12 ACTIVE 34.500 DAYLIGHT OPENING VERTICAL SECTION INTERIOR REFERENOE TEST R= FORTS• EL-1889 & FTL -3739 ROUGH OPENING 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION • •I o e' 0.0.00 0 ® 0 0 0 0 0 00 00 0 0 00 0 0 0 0090 0000 o 0 0000 0 • # 0eeae• 0 • 0 • 1 0 •411 . 10:017 0 --: • • 00•• ••seeo • • of 1.157 0 00 0 0 0 0 0 0q 784 •►••• • • 1 0000 00 . i L i 1 j 1 . : 0 0 0 0 0000 7 , .274 6063HS —T54 -51 1 I 490 Id . 052 .062 i 7 7 1 6063-15 ALUM. 6063 —T5 705 --I 2.325 .655 O 1.969 JUL- 1 350 O ALUM. 6063 —T5 1.019 791 REFERENCE. TES REPORTS: F1L -1889 3c FTL -3739 ALUM. 6063 —T5 2.784 062 --^ ALUM. 6063 —T5 .413 —° 2.330 .062 .062 348 O ALUM. 6063 —T5 Robert L. Clark, P E. PE 939712 Svuauml 2.710 —1.523 -- 1.023 050 .062 4 1.123 O ALUM. 6063 —T5 INDUSTRI S 1070 TECHNOLOGY ORKE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ® ALUM. 6063 —T5 —°� 1.187 H 2.029 2T r .062 1.403 ® ALUM. 6063HS —T54 .193 --- .683 .050 1 — •-1 1.097 -- ALUM. 6063 -15 R.v.d B Dol.: Rr4.lon. F.K. 6/3/03 0 —NO CHC THIS SHT R.: DD 130,33 CHC 14,5 ion.: TABLE, EXTR Shoot: 4 01 5 PROUOCT REV1SLEO 15tig ag ei� G pae�esw 9 051 ei R.v.d B . Roved By: F. K. Raved O. Drown By: D.B. Dol.: 03/26/03 Dote: 10/11/0 Dote 8/18/98 Oc■.: 2/9/98 GLE HUNG WINDOW 0rnring No 4040 Fit o e o 00o00 0 000•® 0 • 0 000•• • • • 0 00000' 0 0 0 00000 • o• • • o 0. 00 0000 0.00•• • • 0••• O 0 0•0• 9 00 0 O 0 0 0 00 0000 O 0 000 • 0 700. , 0 0 ' . 4 • •' • • • ' .'• III • 7/4" TAPCON •• • ••o I, O 0 O 0 0 MEAD 1.250 4AX. ° TYP. HEAD TYP. JAMB /12 PANHE#D .250 MAX. 1.250 TYP. JAMB TYP. SILL 500 REFERENCE. TEST REPORTS: F11 -1859 & FTL -3739 TYP. SILL 1.500 2 x WOOD BUCK //% //// Roben L. Clark, P.E PE 030712 Structural r INDUSTRIES 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R.vee 0 .. F.K. Mv.d 8. Fl� RevlaiMl: TB, TABLE, EXTR. Rewioa, Revd F. J( Rental Br Drown e � D. 8. 2/ O..alPlion: ANCHORAGE TIN.: Dal.: 6/3/03 Dols: 03/26/03 Dols: 110/11/01 718/98 So Nos /4oe.1: 511— 707 11.4 .ono: D —NO CHG THIS SHT Rpiebne: C —NO CHC THIS SHT. ALUMINUM SINGLE HUNG Scale NTS shoat: 5 0f 5 WIND Oro•inp No. 4040 2 x WOOD BUCK Ray Issue Date: 2/10/2006 Owner's Name: ORCAR LONGA Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 314 94 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/01/2007 Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACE EXISTING WIINDOWS AND DOORS POR IMPACT WINDOWS AND DOORS Type of Work: WINDOWS AND DOORS No of Openings: 18 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: wilding Department File Copy Applicant Signature Amount $6.00 $2.00 $5.00 $280.00 $9.00 $7.00 $309.00 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -2 -06 -268 P one: (954)254 -0491 1132060136190 Lot: PB: Total Square Feet: 0 Total Valuation: $ 10,000.00 Rectuired Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 2 - 06 - 23812 Total: l'E3 1 PAID Gte- 4* 14-18 . Amt Due $309.00 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. -P1-4 . z)to 0 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Quali fier Architect/Engineer's,Name (if applicable) $ Value of Work For this Permit_()(,,,) 0 Type of Work: ❑Addition DAlteration Describe Work: Submittal Fee $ Notary $ S- 0 Scanning $ 9 .. Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 <</ N�-_ City j`2_... 4,,/w State - 9r51 - 00 Permit Fee $ ❑New Training/Education Fee $ 2- Structural Plan Review. $ Zip 3( ((,z=-.. 'Y 5 Permit No. 3CDC0 ZestS Master Permit No. ing Mechanical Roofing Phone # Icy 2 S Q 1( Phone # County Miami -Dade Zip NO Phone # q S' -2 s 0 / State Zip State Certificate or Registration No. Certificate of Competency No. Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * * * * * * *% * * * * * * * * * * ** Repair/Replace ❑ Demolition ( - y 5 6, (4-Lay CCF $ is -CCD • CO /CC Technology Fee $ Radon $ Zoning Bond $ Signature NOTAR PU Sign: Print: * * * * * * * * ** chc 05/13/03 who is personally known to me or who has produced As identificatio d who did take an oath. OTARY PUBLIC_STAL:OF FLO , 1 Yorle � g' ernan L CA-t kb. My Commis ion Expires: APPLICATION APPROVED BY: ez 455 , 2009 In 4 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 TQ 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 ins ton w occurs n (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil not be approv :d and ' spection fee will be charged. Signature Owner o Agent t Contractor The foregoing instrument was acknowledged before me this Z The foregoing instrument was acknowledged before me this day o , 2E 1- -c A day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. ARY PUBLIC: Sign: Print: My Commission Expires: ****************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Owner Owner VILLAGE OF MIAMI SH UILDING DEPARTM OWNER BUILDER DISCLOSURE STATEMENT j s C being the legal property owner, for the property Located at: / T 1y 5 Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me t work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEN/ENT RES NT State law requires construction to be done by licensed contractors. You have applied for a permit under an exernption to that law. The exemption allows you, as the owner of your property, to act as your own contactor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the constriction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not Iicensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me this 9 - day o10 CDCo B OS Lo NE -A • who is personally known to me or who has Produced I as identification and who did take an oath. 9'��RES Gj\ OR11 !Inspection Number: INSP -8513 Inspection Date: 05/04/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Tuesday, May 2, 2006 Donspectuon Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phoru (305)795 -2204 Fax: (305)756 -8972 // Permit Number: WS -2-06 -268 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Page 2 of 2 Passed Inspector Comments 1 A.)i,NG s 4-u d 6d d.-5 ,'Gte 1N4 `, ACr EPS'ISr�,tice e / ). ,die A ►.., ,' . 5 "14) 664S. Piw S t ----c 14-s 1 H TAr C.43,A1s )Jo (- Si l rhe i ,:2 , (_ Gy41S -- - / / - , J /2 "AAA SGQsV 6.9 S /,,t 7- (Z. c_0/0,84.) 6u. / AT e.ti 40 SGD A r/ JP-4-64.4..._ 0 Failed Correction Needed G°3e- Ynspectu•,a� . �l `¢ Fee I ($75) No Additional Inspections can be scheduled re- inspection fee is paid. p ■ ■ until 9'��RES Gj\ OR11 !Inspection Number: INSP -8513 Inspection Date: 05/04/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Tuesday, May 2, 2006 Donspectuon Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phoru (305)795 -2204 Fax: (305)756 -8972 // Permit Number: WS -2-06 -268 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Page 2 of 2 Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, July 6, 2006 Inspection Worksheet JUL 1 1 2006 flllia .i Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Permit Type: Windows /Shutters Inspection Type: WINDOWS AND DOORS Work Classification: Window /Door Replacement Block: A 1124 Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Page 1 of 2 2 l P assed C6 Inspector Comments ,i4de-clitre tt) a K,1( "' z4 )p-zi SG. D Failed Correction Needed Re-inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, July 6, 2006 Inspection Worksheet JUL 1 1 2006 flllia .i Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Permit Type: Windows /Shutters Inspection Type: WINDOWS AND DOORS Work Classification: Window /Door Replacement Block: A 1124 Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Page 1 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL33138 -0000 Phone: (305)795-2204 Fax: (305)756 -8972 Project: <NONE> Owner: ORCAR LONGA Phone: (954)254 -0491 Job Address: 314 94 Street NE Miami Shores Village, FL Parcel: 1132060136190 Block: Lot: Scheduled Insp # Inspection Type Inspection Status 01/01/2999 INSP -8510 Window Door Attachmerr None 01/01/2999 INSP -8512 Final Shutters None PAID RE- INSPECTION FEE ON 7/6/2006 Inspector Date Completed Default Inspector Not Complete Default Inspector Not Complete 05/04/2006 INSP -8513 Final Denied /Re- Inspection fe Claudio Grande 5/4/2006 NOT ALL WINDOWS AND DOORS ARE IMPACT RESISTANT. ALL WINDOWS AND DOORS MUST BE FASTENED WITH TAPCONS COT SHEET METAL SCREWS. NEED REVISION OF PLAN SHOWING DETAIS OF NEW COLUMN BUILT AT END OF SEID IN FL ROOM 07/11/2006 INSP -8511 WINDOWS AND DOORS Pending Inspection Claudio Grande Not Complete Thursday, July 6, 2006 Page 1 of 1 6 July 2006 Building Department Miami Shores Village 10050 NE 2 Avenue Miami Shores, FL 33138 RE: Longa Residence 314 NE 94 Street Dear Building Official: JAMES M. HOLLINGSWORTH P.A. ARCHITECT I have reviewed the installation of the sliding glass doors at the above referenced residence. Based upon personal visual inspection and upon detailed information supplied by the owner, I have determined that the installation complies with all of the 2004 Florida Building Code requirements applicable to this product. Please contact me should you require any additional information regarding this matter. Sincerely, (j 6Ju-t James M. "Bo" Hollingsworthli Registered Architect AR0013919 2208 NE 26 STREET FORT LAUDERDALE FLORIDA 33305 -1538 PHONE 954.630.1398 FAX 954.630.1399 LID CY-157 6 '91 . t4) r C S A 13 1 - 0 'm1/4A, f ? e". • 1'0 l'• • „.: I Issue Date: 6/29/2006 Owner's Name: ORCAR LONGA Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 314 94 Street NE Comments: STORM SHUTTERS 13 Additional Information Miami Shores Village, FL 33138 Fees Due Amount CCF $1.20 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee $200.00 Scanning Fee $12.00 Technology Fee $5.00 Total: $223.60 Building Department File Copy Applicant Signature o o Shires V lDage 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12 /26/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Type of Work: Additional Info: No of Openings: 10 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Permit Status: APPROVED Permit Number: WS -6 -06 -1691 Phone: (954)254 -0491 Parcel #: 1132060136190 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 1,500.00 Re ' uired Ins ' ections Shutter Attachment Shutter Final Invoice Number WS - 6 - 06 - 25400 Total: Amt Due $223.60 O PAD Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 07/11/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, July 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2006, Owner: LONGA, ORCAR Job Address: 314 94 Street NE Miami Shores Village, FL 33138- Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Page 1 of 2 l l O� Inspector Comments giAL.i.i ..„,,...,c, x-- jio,;:ct ,LA. ej 1.ei,tec ar-. 6z-c-4-40 /SkuutA,ic S Passed f i/ Failed Correction Needed Re- inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/11/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, July 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2006, Owner: LONGA, ORCAR Job Address: 314 94 Street NE Miami Shores Village, FL 33138- Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Page 1 of 2 - vgt, • T '/1iami Shores Village BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): wilding ,) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C2(.. /MA § Phone # 9 -5 2 5 0 7 Owner's Address Ci .: v State / Zip Tenant/Lessee Name Phone # 3 /s( Ham- 5V s[. Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ' �� �c�- Phone # S • 5 y 0 Contractor's Address City State Zip Phone # Qualifier Name State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /5 Type of Work: ❑Addition ❑Alter tion Describe Work: 5. hi c?„1...... Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Square / Linear Footage Of Work: Master Permit No. BY: Permit No. CG) O �Q l aaMEWMI 2 2 %i ❑ Repair/Replace ❑ emolition k - * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** See Reverse side —) Submittal Fee $ Permit Fee $ ZOO CCF $ . 1 . CO /CC Notary $ 5 00 Training/Education Fee $ e Technology Fee $ 'CO Scanning $ 12.0CD Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 72 , 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 no,,tice of commencement and construction lien law brochure will be delivered to the person whose proper subject -. attachme Iso, a certified copy of the recorded notice of commencement must be posted at the job site for the firs inspection whic occu . sev:n (7) days after the building permit is issued. In the absence of such posted notice, the inspectio will not be approve ' an- a rei pection fee will be charged wne r Agent The foregoing instrument was acknowled ed before me this 2.. The foregoing instrument was acknowledged before me this day of Pub , 206k, by OSair [,o & Jr. , day of , 20 , by who is personally known to me or who has produced f7, Vfi tit/5 1/( . who is personally known to me or who has produced L52vbet°t2.42(b As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: CAUSSEIHDIAZ N G ARY PUBLIC: ..t MISSION N DD 4831105 •. 1 MY X ES: October 20 n Sign: ��_�!�� ''��` Bon ded ThruNoNN�— Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature My Commission Expires: 62/23/OG • Contractor Plans Examiner Engineer Zoning NAME: ADDRESS: VII I A GE OF MIAMI SHORES WNER BUILDER DISCLOSURE STATEMENT 'f 0 C A DATE: A( (..5 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; 1 further understand that 1 as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or Tess. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built. for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or mun icipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.1.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. I . I hold title to the above property and 1 am planning on doing this construe ion Initial 2. 1 understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial fl 4. 1 understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure mee the minimum code. Initial () � 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigat&any contract disputes. By OS34: .(o��yu Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any teason they do not posses a business license I will be responsible and liable for any wron doing from this unlicensed company-or person. Initial 7. t understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and l'ocal laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on rriy•property with out first obtainjng the proper permits by licensed contractors. Initial Was acknowledged before me this ZZ day of OW, , 20 06 who was personally known to me or who has Produced there License or 9irrpis L(C .. L5266 40 as identification. ^ NOT .. ••, MONICA USSETH DIAZ ,. MY COMMISSION # DO 483995 �:.£r EXPIRES: October 20, 2009 v� h Bonded firu Notary Public Underwriters O 0 00000• 0 • 0 0 0 0 0• • 0 0 0.0.00 00000 O 0 0 0 0 0 0 O - 0 000000 O 0 • 0 0 0 0 0 0 0 Miami Shores '•' uilding Department Opening Description of Window Product Acceptance Product Approval ID or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF ( +) PSF ( -) PSF Opening Design Rough Opening Shutter Required Mullion Required Impact Pressure Size Yes / No Yes / No Yes / No N eeO a ee ®�� � ■- t r `'1 • e • ■■■ maw � a�■�■■ "' it g : x iiJi1 Ill kiliiIIIIIIIERILV, I 1t.J • ��s •MOM_ ■- Product Approval Schedule / Comparison Chart Address: Permit No. Florida - Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054 ® 685 - 9990.685 -9000 ® FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 22gauge panels under number 02- 1120.02 This letter authorizes C L Lo,(c to use our Sincerely, 22ga. Panels under number 02- 1120.02 t be used at the following job: Victor V. C{uz Enrique Revilla President or Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signs {urn zriust :bear the raised corporate seal of the company holding•th©bUjedulty °Notice of Acceptance. 0 0 000 000 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 • 0 0 0 • 0 0 0• • • 0 0 0 0 •• • 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0•• • •-• 0 000 0 0 • __•., •_• • • 0 0 • • • -••• . • • 0 • • • •-• • . • • • 0 • •• •• • • • •• •0 • .•.•_.•- . •- • • • • 0 B.C. F.I.P 1/2° F.I.P 1/2- 140 CAP IVO CAP LOT -12 BLOCK -46 1,0a 4' C.LF. 0.50' CL 0.50' CL • 0 0 0 0 0 0 • ••• • 0 • • • • • • • o • • • ••• ' • • • • • • • • • - • • • • • •• •• • • • •o •• ••o • • • ••• • • SCOPE: This NOA is being issued under the applicable rules and regulations The documentation submitted has been reviewed by bons governing The by the Board to Rules and A Y Miami -Dade County Product Control Division accepted Appeals (BORA) to be used in Miami Dade County and other areas where allowed the Board Having and A ppon (AgJ) eP d T� NOA shall not be valid after the expiration date $ id afte stated ed by Div (In Miami Dade id afte and/ the below. The Miami -Dade Coun have this In Miami a i Dade tested n or quality Aassurance areas other than Miami Dade County) Ty Product Control the accepted u ct o rr, the al test d o er q Ty purposes. If this product or material fails o perform o to revoke, modify, will incur the expense of such testing and the pO� in or suspend the use of such product or material within their jurisdiction. BORAma to revoke this acceptance, if it is determined by may Immediately material fails to meet the requirements of the applicable building code. serves the right Y iami -Dade County Product Control Division that this product or This product is approved as described herein, and has been desi Zone of the Florida Building Code. geed to comply with the High Veloci H D ESCRIPTION: Q.029" h' Illricane APPROV (min. Galvanized Steel Storm Panels Shutter AL IDOCI<TMENT: Drawing No. 02 - 868 -111, titled 22 ga Galvanized Steel Storm through 4 of 4, prepared by Frank L. B through 4 of the Miami -Dade Frank ennardo, P.E., dated November 18, 2002, last revision dated January ls " sheets 1 approval date by the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance numb and IMPACT RATING: Product Control Division. d : Large and Small! Missile Impact E LABELING: a panel shall bear a permanent label with the m a "Miami -Dade Coun ty Product Control Approved ", unle s anufachlre's name or logo, city, state and the following statement: otherwise noted herein RENEWAL of this NOA shall be considered after a renew I change in the a MIAM I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISIO NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa-Loclaa, Florida 33054 pp llcable building code negatively affecting the perforrnanc of this rodu application has been filed and there has been no TERMINATION of this NOA will occur after the expiration dat e or been a rct. s materials, use, and/or manufacture of the product or rocess. f there has an change in the product, for sales, advertising or any other s Misuse of this NOA as an endorsement hall automatically terminate this NOA. Failure to comp of any Purposes s with any section of this NOA shall be cause for termination and rem be 1 Irety. t expiration date may be displayed in preceded isi lZ >FUie. I followed by I NSPECTION: A copy of this • ° .. • . �a lSy portion of the NOA is displayed, then it shall • ADV ERTISEMENT : T. . r The NOA number pr by ' by the words of NOA. p y • the h done in its ent ami -Dade County, Florida, and f entire NOA sha?9etfe provi�ed to the o � he user by the manufacturer or its distributors and shall be available for inspection at the job site at the request This NOA f the$u ilding Official. OA consists of this ° ° ° • ° page 1 as well $• ° • ° • • • • • The submitted documentation was review& by j eJ tcuinen! m • ee �e1n1'yA,�'Iaka>r �tb:ed above. • E 000 0 0 000 0 0 • • • • 0 O 0 O 0 0•• • • • • 0 • •• O 0 O 0 • 0 • 0 0 00• 0 • • •• •• O 0 VO(0 tog MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 3 75 -2901 FAX (305) 375 -2908 NOA No 0 2-1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1