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287 NE 101 Sta l BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ,. r Vi a' NOTICE OF ACCEPTANCE OA T.M. Window & Door Co. 601 N.W. 12 Avenue Pompano Beach, FL 33069 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 mamier, 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 230 Outswing Aluminum French Doors w /Sidelites (Reinforced) APPROVAL DOCUMENT: Drawing No. W03 -38, dated 06/07/03, titled "Series -230 Alum Out -Swing Door W/ Sidelites (N.L) ", sheets 1 through 7, prepared by 'Al Farooq Corporation, signed and sealed by Humayoun • Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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 # 99- 0902.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MJAM1 -DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 / /BOA No 03 xpiration Date: June 29, 2008 Approval Date: August 14, age 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -38, dated 06/07/03, titled "Series- 230.Alum Out -Swing Door W/ Sidelites (N.I.) ", sheets 1 through 7, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., B. TESTS per PA 202 -94 1.. Test reports on 1) Air Infiltration Test, p PA 202-94 2) Uniform Load Static Air Pressure Test, per 3) Water Resistant test, per PA 202 -94 4) Forced Entry Resistance Test, per SFBC3603.2 (b) 5. Along with installation diagram of an outswing doors w\sidelite prepared by Certified Testing Laboratories, Test Report No.CTLA 136W -1, 2,3,4,5,6 dated 12/03/96 thin 12/07/96, signed and sealed by Ramesh Patel, P.E. (Test report was revised by addendum letter dated 07 -16 -1999, issued by CTL, signed and sealed by Ramesh Patel, P.E.) (Submitted under NOA #99 0902.02) . CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations for Series 230 Outswing Aluminum French Door with Sidelites — Non - Impact, dated' November 12, 2001, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance, dated June 26, 2003, signed and sealed by Humayoun Farooq, P:E. 2. Statement letter of no financial interest, dated June 26, 2003, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA #99 0902.02) dated 12 - - thru 12 - 09 - 99, 3. Statement letter of compliance, as a part of test report, prepared by Certified Testing Laboratories., signed and sealed by Ramesh Patel, P.E. 4. Addendum letter to test report CTLA- 136W -1, 2,3,4,5 &6 dated July 16, 1999, prepared by Certified Testing Laboratories, signed by Jim Blakely. 5. Special project #99 -0061 6. Various correspondence between manufacturer and this office, for qualification of . various models F. OTHER 1. Notice of Acceptance No. 99- 0902.02, issued to T.M. Window & Door Co. for their Series 230 Outswing Alum. French Door w /Sidelites, approve . I $ � 29/00 and nue1 Pe Product Control D I I • l er NOA No 0 I a 0.05 Expiration Date: June 29, 2008 Approval Date: August 14, 2003 %— t expiring on 06/29/03. aitt, E -1 1 !I 1. 1 r •nao TO 1 • Q; o \ , \ SERIES -230 ALUM OUT — SIDING DOOR R/ SIBELITE$ APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. 000RS/SIDEUTES ARE NOT RATED FOR IMPACT, AND REQUIRE PROTECTION BY MIAMI —DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DOORS AND SIDEUTES. THS PRODUCTS DESIGNED 10 COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING COOS ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93. ASCE 7 -95 OR ASCE 7-98 AS REQUIRED BY PREVAILING BUILDING COOL WOOD OUCXS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERLAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL TVP4CA ELEVATION twtw UNIT 3/19• TEMP. CLASS OR 1/4 TEMP. CLASS FALSE MUNMIHS MAY BE USED EXTERIOR SIDELITE PANEL GLAZING DETAILS • 29 3/4' D.L OPC. 34 1/2 PANEL WIDTH 71 5/8' FRAME WIDTH 14' MAX. HEAD /9U. II 1 :1; m ( XX \ l \ 11 �cssr == Ik 29 3/4' D L OPO. 34 1/2' PANT. WIDTH i' MAX HEAD /SILL. CORNERS • drowing no. W03 -38 (sheet 1 of 7 ( U }+�� tMvust- roM\INV -anal DESIGN LOAD CAPACITY - PSF (SINGLE LEAF DOORS ATM MOH RIS8 3117.) '6 / \ FRAM Heart FT. -R4. DOOR R: IN. ' 1/6" MEP. GLASS 9/16 TRW GLASS tNGINetKS, PMNNEKi 8 YKMnti1 UtWan 1235 SW 87 AVE MIAMI. FLORIDA 33174 ,713_ (305) 264 -8100 FAX. (305) 262 -6978 REINFORCING 'N' REINFORCING 'A' REINFORCING 'B' REINFORCING 'C' REINFORCING 71' REINFORCING 'A' REINFORCING WBCING 'C' DR. ( +) NR ( -) OR. ( +) OR. -) 0(T. ( +) INT. ( -) DR. ( +) INT. (-) UT. ( +) INT. ( -) EXT. ( +) WT. ( -) OCR ( +) SIT. ( +) OA. (-) 2' -8' 73.1 73.1 73.1 50.0 94.0 80.0 94.0 73.5 73.1 50.0 73.1 50.0 124.E 175.4 0' -5' 3' -0' 84.1 54.1 64.1 76.5 78.5 78.6 758 64.1 64.1 70.3 54.1 . 60.0 105.9 80.0 153.8 00 1-2' 00.4 80.4 80.4 74.6 744 74.8 74.8 60.4 60.4 68.4 80.4 • 60.0 98.6 .....O 144.9 2 60.5 605 66.0' 60.5 80.0 102.9 60.0 145.3 8' -0' 1-0' Pgi 2 M 2 n H 2 53.1 53.1 58.4 53.1 80.0 90.2 80.0 527.4 S-2• 50.0 504 55.0 50.0 80.0 65.0 60.0 120.0 CHART #2 DESIGN TOAD CAPACITY - PSF (DUAL LEAF DOORS WITH HIGH RISE SRL) 1 R L \ ar / RIME 500045 FT.-111. 1/8' TEMP. GLASS 3/15' TRAM GL►33 DOOR WIDTH REINFORCING N REINFORCING 'A' REINFORCING 'B' REINFORCING '0 REINFORCING 'N' REINFORCING 'A' REINFORCING 'B' REINFORCING 'C' FL. -IN. [ X T . ( +) NT. ( -) D T. ( +) INT. ( -) D2 ( +) INT. ( -) EEL ( +) NT. ( -) OTT. ( +) INT. ( -) EXT. ( +) KT. ( -) OCT. ( +) INT. ( -) EXT. it ( -) 6'-8' s'-o' 73.1 73.1 603. 73.1 00.0 94.0 80.0 94.0 73.1 73.1 80.0 73.1 50.0 124.2 804 175.4 1-5' 56.1 66.1 72.7 66.1 1 80.0 81.8 80.0 81.6 66.1 80.1 72.7 58.1 80.0 1054 80.0 153.8 OM TM WINDOW AND DOOR 601 H.W. 12TH AVE. POMPANO BEACH, FL 33069 m.. (954) 781 -4430 FAX. (954) 761 - 5018 6' -0' 50.4 60.4 86.4 60.4 74.8 74.8 74.8 74.8 60.4 80.4 88.4` 60.4 80.0 950 50.0 144.9 8' -0' 1-0' 50.5 60.5 58.5 60.5 80.0 60.0 80.0 88.0 60.5 80.5 05.6 50.5 800 102.9 600 145.3 5' -5' 54.8 54.8 602 54.8 68.8 88.8 86.6 88.8 54.5 54.8 50.2 54.8 00.0 87.6 80.0 127.4 0'-0' 50.0 50.0 55.0 504 59.6 59.5 59.6 59.5 50.0 50.0 55.0 50.0 80.0 85.0 80.0 120.0 CHART $3 ' DESIGN LOAD CAPACITY - PSF (SIDEUTES WITH SINGLE LEAF DOORS) EXT.(+) & 07'1'.( -) { t or E _ Mkt mow W454ES DOOR WID TH 17.-1N. • S /1B' TE14>. GLASS 1/4" TRW. GLASS REINFORCING 'N' & 'A' REINFORCING 'B' REINFORCING 'C' REINFORCING `N' & 'A' REIIIPORCDIG 'B' RI@(N'OA@IG 'C � � WIDTH 55051150 WD114 =ELM MOM Want Wool SCE= wool 51001118 WIOM 24 W. 30 W. 38 Ill 42 W. 24 W. 30 9l 36 IN. 42 81. 24 W. 30 IN. 38 N. 42 N. 24 IN. 30 W: 36 97. 42 IN. 24 01. 30 N. 36 W. 42 D . 24 W. 30 W. 38 111. 42 W. 79 -7/2" 2' 54.0 485 44.2 • 40.5 140.2 1312 107.2 701.5 192.8 1312 107.2 101.0 54.0 48.8. 44.2 40.5 1432 1314 119.6 109.6 192.5 573.3 143.2 128.4 (x) ' (oxo) (xo10 ( - 3'-O' 50.3 454 41.7 38.4 1351 123.4 107.2 101.8 179.3 1312 107.2 101.8 50.3 455 41.7 38.4 138.1 1214 112.8 103.9 1723 182.5 1432 123.4 3' -2' 48.8 44.2 40.5 37.4 131.0 119.8 1072 101.2 573.3 1312 1072 1014 455 442 40.5 37.4 131.8 119.8 1094 101.2 173.3 157.5 143.2 123.4 95 -1/2' 2'-8' 31.2 28.0 25.5 - 84.4 75.9 89.0 - 109.4 107.1 89.8 - 31.2 28.0 25.5 - 84.4 75.8 69.0 - 1194 107.1 97.3 - 3'-O' 29.0 28.3 24.0 - 78.5 71.2 03.1 • - 110.8 100.4 69.6 - 29.0 25.3 24.0 - 78.3 71.2 55.1 - - 110.8 100.4 91.7 - 1 28.0 235 23.4 - 75.9 59.0 833 - 107.1 97.3 89.6 - 28.0 255 234 - 75.9 69.0 03.3 - 107.1 97.3 BA2 - jc CHART /4 IIH DESIGN LOAD CAP•f3TY - 88F (SIDEIITES A DUAL LEAF D00R5) 1=4+) k INT.(_) / 1 ?1 \ \ i\ / / 6/16• TEMP. GLASS 1/4" TEMP.`GLASS REINFORCING 'N' 61 'A' RBINFORCING 'B' REINFORCING 'C REIN 'N' FORCING 8 'A' REINFORCING '°' REDWORCING 'C' TRAY( UMW DOOR WIDTH SIDE EI 210114 MUTE WON 55051.0 WD1H 5DF111E 1110114 5052410 VIM SIDELITE WOW lNp4ES ET.-04. 24 R7. 30 N. 36 91 42 W. 24 54 30 IN. 38 W. 42 W. 24 W. 30 97. 38 IN. 42 W. 21 Ill 30 07. 38 84. 42. 01 24 IN. 30‘ 14. 36 1 881 42 W. 1-0 52.2 457 44.3 40.5 146.7 131.2 107.2 1014 193.2 1312 107.2 101.5 522 48.7 44.3 40.6 1457 132.0 119.9 1024 1912 173.3 743.2 1254 .�„r- -_ XX0 79 -1/2' 1-0' 51.3 46.4 42.4 39.0 138.9 125.8 107.2 101.5 763.9 131.2 1072 501.8 51.3 46.4 42.4 39.0 538.9 125.8 114. 432 1254 oxx > 8' -0' 48.7 44.7 40.8 374 132.0 119.9 107.2 101.4 173.8 1312 107.2 101.5 48.7 44.3 40.5 37.5 132.0 119.9 109.9 101.4 1734 157.9 7432 128.4 !0 5' -0' 31.3 28.1 23.6 - 64.6 783 892 - 519.3 107.3 89.8 - 31.3 2 5.1 25.6 - 84.6 78.1 69. 97.6 - ! MY 1�. 95 -1/2' 6' -6' 29.8 28.8 24.4 - 60.1 723. 562 - 113.0 102.2 89.5 - 29.6 26.5 24.4 e - 50.1 72.5 05. 113.0 102.2 933 - �!g 5-0' 28.1 23.5 23.4 - 78.1 592 53.4 - 1073 97.6 895 - 28.1 25.5 23.4 - 76.1 69.2 53.4 89.4 - III 1.0-0 -•6 two !� ��, -11 • (01000 CHARTS 1812 SHOWS SINGLE AND DUAL LEAF DOOR CAPACITIES WITS HIGH Ri38 SILL. 4' FOR STD. SILL HEIGHTS LiMIT EXTERIOR LOADS TO +53.3 PSF, CHARTS 3&4 SHOWS I5ARA0U1i LOAD CAPACITY FOR GIVEN SIDELITE WIDTHS. FOR DOORS WITH SIDSLITES LIMIT DESIGN. LOADS TO LOT/SR VALUES OF CHARTS 1 OR 2 AND CHARTS 9 OR 4. APP"wOsmlmp'(0I588• ' :. ,.3. -, , , .P_T ' '" R "O' dr0wi^9 no. W03 -38 . TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ESEV. FOR SPACING ' 1BYOR2BY WOOD BUCK !'.. 1 OD I 0 {D '181 OR 28Y WOOD BL!CK lir `FUl3 _MIN. FLlrsii 8013 PENETRATION ALT. • TYPICAL ANCHORS SEE ELEV. FOR SPACING • W000 BUCKS NOT BY TM WINDOWS, MIST SUSTAIN LOADS IMPOSED BY CIAZWO SYSTEM AND TRANSFER THEM 10 THE BUILDING STRUCTURE SIMIAL-H17105F-4S11 1 RlENNFCRCPNC TUBE 1 -1 /2" X 1 -1/2' X .070' FULL LENGTH REQ0. AT RENF0RG840, PACKAGE B & C METAL STRUCTURES (STEEL OR ALUM. 1/8. 184. THICK) STEEL :Fy- 36KSIMIN. 6NUW : 6063 -75 .MIN. P4 SW OR 1/4• DI. SELF DRLUNO SCREWS TYPICAL ANCHORS* SEE ELEV. FOR SPACING 1/4" DIA TAPCON5 INTO WOOD BUCKS OR WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. /4' SF1 F ERR I IND S1 RFWS (0801 Ft FX OR F0I 11TO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK.) STEEL : Fy G• 38 K51 MIN. ALUMINUM : 6083 -15 MIN. FRAME CORNERS AND CUEING BEAD TO PANEL SEALED, 1NH WHNE'COFORED SEALANT. SEMIS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE • HINGES; 7 -5/8' LONG ALUM BUTT HINGES 2 PER LEAF FOR REINF. 'N' & 'A'. AT 8' FROM EACH END 3 PER LEAF FOR REDNF. 'B' & 'C', AT 4-1/2• FROM EACH END AND AT MIDSPAN. MOM STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON INTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTNE LEAF LOCK STILE. 47 -3/4' FROM 90TT011 CONVENTIONAL LDCKSET WITH KNOB. KEY OPERATED ON INTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 -1/2' FROIA BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM. OF EACH LEAF LOCK SI1LE (101$4 00114 AT 10P k BOTTOM OF ACINE !010 6LAC1NE LEAFS 1D BE ENGAGED WING PERIODS OF HuRRICANE 16911440) . DR r Y N FNLOOG _PLA ARV 7 a sue? I T q 8 1 1 &owing no. W03 -38 (sheet ,3 of 7 ) TDROAL ANSHCRS SEE am FOR SPA= • . :7 1/4* MAX. SHIM LEAF WIMP FRAME WIDTH HINGE ASSEMBLY DOOR FRAME WIDTH EXTERIOR • REINFORCING PACKAGE 114- wx. SHIM SPACE C=11Mtli 2 -3/4' X 1 -1u4' jag RILL LENGTH REINFORCING TUBE 1-1/2" LL NGTM B' 1/2' X 1 / RFINFORCINA PACKACF REINFORCING TUBE 3' X 1 -1/2' X 3/16' FULL LENGTH ) ••• Li Z. • CD RFINFORCING PACKAGE 'R' RpNFORCING TUBE 3' X 1 -1 2' X 3/18' FULL 2 -3/4' X 1- 1/4'CXM1 /8' FULL LENGTH 2-3/0' X 1 -1/8' X 1/8' U CHANNEL FULL LENGTH RFINFORCIN(; PACKAGE 'C' o ° 1 3 a i ce o O M O ax s , m 0 — s 2 7 droving no. W03 -38 N 1104 * PART 4 gvANIRY OIIECR1P502N MAT5241 14NP. /6UPPLOCR/RY14R8 1 TM -036 t i1AYE HF10 8063 -18 - 2 :cm 28815 1 MINE SILL 8063 -T6 - 2A -OW 37319 1 ALT. MAW SILL 6063 -16 - 3 . 36672 2 mix 4AJ6 6063 -16 - 4 CW -34801 1 - PANEL LOCK SOLE 6063 -T6 - 5 OW -36571 1 PANE. 1491OE 311E 600.7 -16 - 8 'CR -36570 2 PANEL 10P/8OTTOM RAL 6063-76 - • 7 CW 31826 4 W0 WPM 91H0 LWPM 0003 -i0 END OF COOR SLOES (TOP /BOTTOM) 8 CW 378604 2/1454GE ASSY. 184 OUTER BUT7 LUNGE 8063 -15 DOOR PANEL/FRAME NNCE SIDE . 9 OW 33808 1/11040E ASSY. 714 COE1ER BUTT HINGE 006346 DOOR PANO./FRMIE 14740E SIDE 10 014 32222 2 DOOR LOCK INSERT 6063 -T5 LOCH SOLE 11 OW-34808 2/ LEAF • PRESSURE PLA70 11E R00 AWM84JM 4' limo 12 - 2/1EAF 141 FLUSH 801.7 ASSEMBLY ALWRAIM 6008 LACK 512.03 13 GW -37050 AS RECD. HEAD AFR5URC640 BAR. 12' 4.0140 0083 -78 AT LAD SPAN 14 0 AS RECD. Sal 140NFORONO BAR. 12 10140 6063 -18 AT 160 SPAN 15 174 -037 AS RD00. FRAME JAM ADAPTER 6063 -16 - 18 4037 " AS RECD. 'UURAFAB' GENFEREBE 63001.941.E 900*. LOCK SOLES. JAMBS. HEAD, SILL 17: 014 27646 2/LEAF FU154601.7 GUIDE 6063 -18 LCCN BOLES EW6 (r0P /BOTTOM) 18 - 1/HNCE 7/32'9 14940E 954 SEES. AT EACH HOVE ASSEMBLY 19 - - - - - 20 - AS R7.O0. APO x 1/2' F.H. UNDERCUT 5845. SiEE1 AT FLOSN 801.13 21 - 2/1.639 1/2'9 11aRE{DED ROD. WASFER ! NUT SIEEi. TOP/8017044 E>10 RAILS 22 SERIES 400 1 - KWIKSET 40*08L0CK A7 ROM,. 'N', 'A'&'8' - AGIME LEAF. 39 -1/2' FROM BOTIOM 22A SEA 730 1 iit*i 730X26 DCP LOGICS21 AT Hoe. 'C - ACME LEAP, 39 -1/2' FROM 8007064 23 523865 630 1 K*AKSE7 09408013 AT RE1HF. IF. .R815 - ACME LEAF, 47 -3/4' FROM BOTTOM 234 SFR 780 1 TITAN 7804X25 CCP DEAD 6047. AT RED A. 'C' - ACME LEAF, 47 -3/4' 1R0L1 6077016 24 - 2/441402 ASSY. HINGE BUSIONG RA5110 /ONCE ASSELBLY 26 - 35 OUST 91.13 (05110144L) PLASTIC DOOR JARS INSTALL SCREW ROLES 25 - AS RE00. 110 x 1' P.H. SMS. (ASSY. SCREW) 8155. DOOR FR MEMBE SAULL CAPS 27 - 2/F40102 PEGS. OM CAP PLASTIC 14140E ASSEMBLY 28 - - - . • - - 29 214-37319 1 10-1150 Sal 6003 -78 - 30 - - - - - 35 174 -044 4 SIDE TE GLAZING BEAD 5063 -10 SIDE I.112 CLUING PER➢1ETER 25 - - - - - 37 0W 35737 071101441 0.0. DECORATME MOULDING 6083 -76 DOOR 'PANEL PERIMETER FRAME HEAD 114 - 038 3400 4.500 DOOR JAMB/SIDEUTE FRAME OW 36572 L012 .055 1.143 FRAME SILL Ce 28615 1.374 .375 WEATHER - STRIP ADAPTER OW -31828 280 .675 413 . DECORAIiVE MOULDING CW -36737 SIDEUTE GLAZING BEAD 712 - 044 FRAME JAMB ADAPTER 114 DOOR TOP 6o BOTTOM RAIL 0W -36570 3400 435 L730 .438 .464 3.093 DOOR HINGE STILE OW DOOR LEAF STILE GW -34601 FLUSH BOLT GUIDE GW -27646 125 0548 0'572 GW 37869 -A OUTER HINGE 8540E 548 3.681 123 HINGE ASSEMBLY REINFORCING BAR GUY- 37055 SILL 6,00 OR .FAR000 M•PC 18337 JU O N Ta 4 1 81 atrG 4;4 I g Q p 0 1 U 27 r7 V I: `x4 I 66 ac u g • FRAME TOP CORNFR SIDFLITE CORNFR FRAME BOTTOM CORNER !nip, OR. HIANYCliti FM000 S237" or es compbtfigialk • 1 LLU W03-38 drowIng no. • [set 7o fl ''Is r: I nc. k CCEPT..\CE N0.. .A PPROVED EXPIRES MAR20 ig93 NOTICE OF .ACCEPT.ANCE. SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8. 1 Tests. 8.1 1 Test report on: 1.) Uniform Static Air Pressure loading, per PA 202 - 94 2.) Large Missile Impact Test, per PA 201 - 94, and 3.) Cyclic Loading Wind Pressure Test, per PA 203 - 94 8' - 0" high, 18 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL-S1027A, dated October 3, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.1.2 Test report on: 1.) Uniform Static Air Pressure loading, per PA 202 - 94 . 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test, per PA 203 - 94 of 1 l' - 0" high, 18 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL S 1028B, dated October 14, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -152 Seaview Industries, Inc., 18 Ga. Steel, Storm Panels, Sheets 1, 2, 3 & 4 of 4, prepared by Knezevich & Associates, Inc., dated 08/29/94, with revision No. 4 dated 02/21/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report Coil dated 9/21/94 for Galvanized Steel by R & R Metals, Inc. 8.3.2 Certified Tensile Test Report from independent lab Atec Associates, Project #70 -02 -94 -220 dated 8/29/94 for Steel sample, tested per ASTM E8 -93. 8.4 Calculations: 8.4.1 Anchor analysis dated 12/16/94, Pages 1 thru 4, prepared by Knezevich and Associates Inc., signed and seated by V.J. Knezevich, P.E. 2c M Perez, P.E. Plans Examiner, II Product Control Division fndustr;es. Inc. a CCEPT.a\CE O. APPROVED EXP[REs NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extension of Acceptance may be considered after a new application has been tiled and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re sealed by the engineer. 7 Failure to comply with Standard Conditions shall be cause for termination of Approval. 3 Man erez, P.E. Plans Examiner II Product Control Division Pin° Windows Corp, EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL ELEVATION • • . • • • . • , • • • • . ' • 4x . 3 /1.(:.:armszto ra.••■ 0 ACCEPTANCE No.: 95-0428.01 APPROVED 1 .:. _S.'___ afj tr . 1 [ e", •. 1 1/ .._i_ 11,_2_,:._ Wil. i ...!--• '' ........ • . C r — • )1 ,•( i;: --'''. ...; • ....• s.:„. 1..p. . •. Manuel Perez, P.E. Plans Examiner 11 Product Control Division ,Pino Windows Corp. ACCEPTANCE No.: 95- 0428.01 APPROVED EXPIRES NOTICE OF ACCEPTAN TANDA D 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 manufacturer's name, city, state, and the following statement: "Dade County Product Control 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 Code affecting the evaluation of this product and the product is not in compliance with the code changes; 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 correct 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 filing 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 purposes. 6. The Notice of Acceptance number preceded by the words 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(h) and this last page 3. Items 10,11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit-is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manuel Perez, P.E. Plans Examiner II END OF THIS ACCEPTANCE Product Control Division - 3 - METRO-0 PRODUCT CONTROL NOTICE OF ACCEPTANCE Seaview Industries, Inc. 3750 N.W. 46 Street • Miami, FL 33142 METRO = : _ -- . DAOE BUILDING CODE COMPLIANCE OFFICE SUITE '6C3 MET=C• _E =aGL_Q 3LIL:ING 4 ■ NEST = LAGLER STREE- MIAMI. FtORIOA 33130- +563 (305) 375-2901 FAX (305) 375-2908 PROOUCT CONTROL SEC7ION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: 18 ga. Galy. Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted b!. Applicant (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94 1007.03 Expires:03/20/98 u ' o.l guez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/20/95 -1- s anger, Director Building Code Compliance Der Metropolitan Dade County Inc EXPIRES MAR 2 c 1S NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAR 2 1;,; - kCC E \ APPRON•ED 1. DESCRIPTION 1.1 This approves an 18 ga. galvanized steel storm panel designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non- coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -152, Sheets 1 of 4 using 18 ga. steel (.045" thick) structural quality grade C, conforming to ASTM A446. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.625 ", forming 2" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, with shapes and thicknesses as shown on approved drawing. 2.4 Tested specimen: - Dimensions: 3 panels totaling 37 1/2" wide x 101" long overall, corresponding to 96" span. Dimensions: 3 panels totaling 37 1/2" wide x 137" long overall, corresponding to 132" span. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 101" and 137 ", to be installed only as outlined on drawing No. 94-152 Sheets 1 thru 4 of 4. 3.2 Minimum separation to existing glass to protect shall be 3.2.1 For panels uD to 101" high: 1 7/8 ". 3.2.2 For panels over 101" high and UD to 137" high: 2 7/8 ". 3.3 Maximum clearance between tqp of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: All panels with spans from 137" to 101" high, require 1/4 " -20 x 1" sidewalk bolts w /die cast aluminum washered wingnuts spaced at 1/3" of the span along all overlaps. All panels with spans from 101" to 33" high, require a 1/4 " -20 x 1" sidewalk bolt w /die cast aluminum washered wingnut at midspan at all overlaps. Panels less than or equal to 33" high do not require fasteners at overlaps. See Drawing No.94 -152 for detail of requirements. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured to an "h" header (Part 2) or bolted, using 1/4 " -20 machine bolt & wingnut at 6" o.c., to a continuous 2" x 2" x .125" studded aluminum angle (Part 4) at the head; and using this same angle at the sill; all are anchored to the wall, using the tension anchors as shown on Drawing No. 94 -152, Sections A , D and E "Wall Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. Man Perez, P.E. Plans Examiner 1I Product Control Division , e.I' e"► In.iii•r -:r;. Inc. kCCEPT \CE \0 . - _ a .APPROVED EXPIRES Man Perez, P.E. 1111l Plans Examiner 11 Product Control Division rtio 2 1;98 NOTICE OF .ACCEPT.ANCE. SPECIFIC CONDITIONS 4 l 2 Buildout Mount The panels are fastened to the continuous 2" x 2" x .125" studded aluminum angle (Part 4) at the head and sill, using 1/4 " -20 machine bolt and wingnut spaced at 6.0" o.c., this angle is secured with 1/4 -20 machine bolt and wingnut @ 6" o.c. to a 2.25" x 5.25" max. x .125" aluminum angle (Part 5) used to provide the buildout and which is anchored to the wall in accordance to the fastener schedule, as shown on Drawing No. 94 - 152, Section C "Build - Out Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. 4.1.3 Ceilina/Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the opening, and fastened at the sill, using 1/4 " -20 studs w /washered wingnut spaced at 6.0" o.c. to the continuous 2" x 2" x .125" studded aluminum angle (Part 4) which is anchored to the slab or bulkhead below, as shown on Drawing No. 94 -152, Section B, "Ceiling/Inside Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. 4.1.4 Anv combination of the above. 4 .2. Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on "Anchor Schedules" and Details on Drawing No. 94 -152, Sheets 1, thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately.' Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely . dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 94 -152 , Sheets 1, 2, 3, and 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (SPAN = 101") SATISFACTORY S1027A Max. 1.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (SPAN =101 ") +93.6 PSF S1027A +72.0 PSF S1027A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (SPAN =101 ") -93.6 PSF S1027A -72.00 PSF S1027A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (SPAN = 101") +108.00 PSF S1027A +72.0 PSF S1027A g, Design 0.50 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN =101 ") - 108.00 PSF S1027A .72 PSF S1027A DESIGN PRESSURE RATING +72.00 PSF -72.00 PSF LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (SPAN = 137 ") SATISFACTORY S1028A Maw 2.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (SPAN=137 ") +80.6 PSF S1028A +62.0 PSF S1028A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (SPAN =137 ") -80.6 PSF S1028A -62.00 PSF S1028A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (SPAN = 137 ") +93.0 PSF S1028A +62.0 PSF S1028A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN =137 ") -93.0 PSF S1028A .62.0 PSF S1028A g Design 1.58" DESIGN PRESSURE RATING +62.00 PSF -62.00 PSF .:U•'r. Inc. 2 b CCEPTa\ E \O.. .APPROVED EXPIRES RESULTS: Many, Plans Ex. Product Co. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: MAR 2 0 19 9 9 Pino Windows Corp. ACCEPTANCE No.: 95- 0428.01 2.4.3 Corner construction: Panel corners are butt joined, top and bottom rails are secured to stiles with a 3/8 " -16 x full length steel threaded rod using a 4" long Jamb Stiffener, a 3/8" nut and washer at each end. 2.5 Weatherstripping: Quantity Description Location Single row Vinyl bulb at each lock stile of double panel door. Double row Vinyl bulb at frame sill. Single row Vinyl bulb at frame head and jamb. Single row Pile with integral plastic fin at frame head and jamb. Double row Pile with integral plastic fin at each panel bottom rail. Single row Pile with integral plastic fin at each panel top rail and lock stile of door panel. 2.6 JJardware: Quantity One APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Description Standard steel throw bolt lock, key operated on the exterior and thumb turn on interior. Brand: Taco or Westlock, Grade: 3 Conventional lockset with knob, key operated on the exterior and thumb turn on interior. Brand: Taco or Westlock, Grade: 3 Extruded aluminum Butt Hinge, 1/8" thick and 7" long w/ 5/16" plated steel rod One Three Two Concealed throw bolts Two Manually operated Slide bar 3/4" wide x 1/4" thick x 12" long 2.7 Weepholes: None 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Sealants & Pads: The following are sealed with clear colored sealant: perimeter each frame corner, perimeter of each throw bolt and lockset plates, perimeter of glazing bead at fixed light, each installation screw in frame sill, screws securing glazing bead at fixed light and each panel corner seam on the interior and exterior. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. The following configurations shall also qualify under this approval: X, 0, OX, XX, XXO, OXO and OXXO. Location at each active panel lock stile, 53" from bottom. at each active panel lock stile, 43" from bottom. at each panel jamb stile, one each at 7" from top and bottom, and one at midspan. at top and bottom of each inactive panel lock stile. at top and bottom of each active panel lock stile. Manuel Perez, P.E. Plans Examiner II Product Control Division TEST RESULTS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT 0.03 CFM//FT FTL -1051 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +74.4 PSF FTL -1051 +74.4 PSF FTL -1051 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -95.3 PSF FTL -1051 -95.3 PSF ' FTL -1051 WATER RESISTANCE (PSF) SFBC PA 202 -94 +10.10 PSF . FTL -1051 +67.3 PSF FTL -1051 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Seconds +113.1 PSF FTL -1051 +75.4 PSF FTL -1051 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -113.1 PSF FTL -1051 -75.4 PSF FTL -1051 FORCED -ENTRY RESISTANCE (FER) SFBC PA 202 -94 & SFBC 3603.2(b)(5) SATISFACTORY FTL -1051 Design Pressure Rating (Positive) " +67.3 PSF Design Pressure Rating (Negative) -75.4 PSF ' Pino Windows Corp, APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with installation diagram of an aluminum out- swinging storefront entrance door with fixed light prepared by Fenestration Testing Laboratory, Inc. No. FTL -1051 dated December 21, 1994 signed and sealed by Yamil G. Kuri, P.E. 8.2 . Drawings: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Full scale details of tested unit, Sheets 1 thru 8. 8.3 Calculations: 8.3.1 Comparative analysis, pages 1 thru 4 , prepared by Al- Farooq Corp., dated April 4, 1995, signed and sealed by Humayoun Farooq, P.E. - 2d - ACCEPTANCE No.: 95- 0428.01 Manuel Perez, P.E. Plans Examiner II Product Control Division 'Dino Windows Corp. ACCEPTANCE No.: 95- 0428.01 APPROVED • EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: PINO'S WINDOW CORPORATIOi` 4 -5 -95 SWING TYPE ALUMINUISI ENTRANCE DOOR COMPARATIVE A.vALYSIS CHART BASED ON FTL -1051 OF 12 -21 -94 TEST SIZE - 72• x 96• - 2 LEAF (NOMINAL DIMS.) TEST LOADS o +744 -95.1 PSF DESIGN LOADS - +49.6 -63.4 PSF WATER INFILTRATION TEST - 10.1 PSF NO REINFORCING 3 POINT LOCK ON ACTIVE LEAF INT. 30" 71.4 91. 32' 68.0 86.5 80" 34" 65.0 83.1 36" DOOR NE WsT P100 -18 AL FAR000 CORP. 1235 S.W. 87th AVE. MIAMI, FL. 33174 305- 264 -8100 NOTE: WHERE WATER INFD.TRATION TEST IS REQUIRED LIMIT EXTERIOR PRESSURE TO 67> PSF 'JUL 2 7 1385 Manuel Perez, P.E. Plans Examiner II Product Control Division Pino Windows Corp. ACCEPTANCE No.: 95- 0428.01 10. TYPICAL ELEVATION 1J � &,7 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS A 161 5 • n . t cot" - .2g•'.. 4.•1iv77 APPROVED ,/ s• ?L e ,1 T/f� T +sate •6 .•.., I f_ 1 wr. • 11" ✓ i • U • Manuel Perez, P.E. Plans Examiner II Product Control Division Pino Windows Corp, ACCEPTANCE No.: 95- 0428.01 APPROVED EXPIRES 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 manufacturer's name, city, state, and the following statement: "Dade County Product Control 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 Code affecting the evaluation of this product and the product is not in compliance with the code changes; 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 correct 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 filing 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 purposes. 6. The Notice of Acceptance number preceded by the words 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(h) and this last page 3. Items 10,11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit-is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manuel Perez, P.E. Plans Examiner II END OF THIS ACCEPTANCE Product Control Division - 3 - METROOADE August 251995 Pino - Windows Corporation 6860 N.W. 75 Street Medley, FL 33166 To: Sincerely, NOTICE OF PROPOSED ACTION To: Members of the Building Code and Product Review Committee and Pino - Windows Corporation, Applicant In accordance with Dade County Administrative Order 10 -3, which governs the product review process, the Product Control Section of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to Pino- Windows Corporation for Series 100 Aluminum Swing Storefront Door with Sidelite No. 95- 0428.01 to allow its use in Dade County and its municipalities. Members of the Building Code and Product Review Committee: The documentation being provided to you represents the recommendation of the Product Control Section of the Office of code Compliance in regards to the submittal of Pino- Windows Corporation for Series 100 Aluminum Swing Storefront Door with Sidelite No. 95- 0428.01. Under the provisions of Dade County Administrative Order 10 -3, which governs the product review process. You must review this documentation. If within 20 days from the date of mailing, we do not receive any written objection stating the reason(s) for your disapproval, this product will be automatically approved. To: Pino- Windows Corporation, Applicant The Product Control Section of the Office of Code Compliance, in accordance Dade County Administrative Order 10 -3, which governs the product review process, has issued this notice of proposed action and intends to issue a Product Control Notice of Acceptance for your Series 100 Aluminum Swing Storefront Door with Sidelite No. 95- 0428.01 to be used in Dade County and its municipalities, unless a member of the Building Code and Product Review Committee or yourself has any objections. Should you not be in accord with this notice of proposed action and wish to appeal our recommendation, you must make a written request, stating the reasons for your objection(s), to our office .within 20.days of the date. ofmailing. Upon receipt of your written request, a hearing date .will be set so that you can present your objection(s) to the Building Code and Product Review Committee. M14i/ Raul Rodriguez Charles Danger, P.E. Product Control Supervisor Director DATE OF MAILING August 25, 1 995 Mailed by: L. D:IPRODCNTL REPORTSWOTICE.SAM pvrz A- Lu of METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Pino Windows Corp, ACCEPTANCE No.: 95- 0428.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum swing patio door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Aluminum Out - Swinging Patio Door with Sidelight (Non- Egress) 1.3 Overall Size: 15'- 5" wide by 7' -11 7/8" (95 7/8 ") high x 4" deep. 1.4 Configuration XXOX ., 1.5 No. & Size of Panels: Three: Two active panels, 36 1/2" by 94 3/4" high; One in- active panel, 36 3/8" by 94 3/4" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Pa el Material: Aluminum alloy 6063 -T6. 2.2 Glazing 2.2.1 Glazing Material: Door Panels: Full light 3/16" tempered glass. Fixed Light: Full light 1/4" tempered glass. 2.2.2 Glazing Method: Door panels: Pocket glazed using a flexible vinyl glazing channel. Fixed Light: Exterior glazed using an adhesive bedding compound . and an extruded aluminum glazing bead, secured with #12 x 1 1/4" SMS, three per horizontal side and five per vertical side. 2.2.3 Daylight Opening Size: Door Panels: 28" wide by 86 3/4" Fixed Light: 45 1/4" wide by 91 3/4" high. 2.3 )~Tame Construction: 2.3.1 Head/Jamb: A 1 1/2" face x 4" deep x 0.78" wall thickness extruded aluminum hollow tube with four screw splines and one door stop fin, is used at head and jamb, 2,3.2 Fixed Vertical Mullion: An additional open back adapter 1 5/8 x 4 3/16" w /fin (Part "A" Stile) is used at intermediate fixed vertical mullions. 2.3.3 Threshold: Bumper threshold is an open back extrusion 4" wide x 1/2" and 1 3/8" high used at sill. 2.3.4 Corner construction: Cornersare butt joined, frame sill corners are secured with three #10 x 1" SMS, Frame head corners are secured with four #10 x 1" SMS and each fixed light corner is secured with four #10 x 1" SMS. 2.4 Panel Construction: 2.4.1 Stiles: Consist of 1 3/4" deep x 4 1/8" face x .078" wall thickness extruded aluminum tube with a 1/2" x 1/2" pocket for glazing and a built -in door stop is used at stiles 2.4.2 Rails: A 1 3/4" deep x 4 1/8" face x .078" wall thickness extruded aluminum tube with a 1/2" x 1/2" pocket is used at top and bottom rails. Manuel Perez, P.E. Plans Examiner II Product Control Division METROPOLITAN DADE COUNTY. FLORIDA • METRO-DADE ECU Chairman Bertram S. H6rshaw Vice- Chairman H.O. Lasseter Members Ronald Ager . James Arias George Berlin Thonsas M. Black Lawrence A. Borsari Ted Brides Oscar Brennan John Calpini Eduardo Camel Jorge de la Torriente N. Carlton Decker Arnold Goldman Rtihard M. Horton Daniel Leuis John Lindstrom Steven Lowe Joseph Mokher, Sr. James Pater Hrllimn Riley Armando.M. Rio Thomas Unerback Alfred Hfisbrod Raids Ir /lianu Board Consultant John Palomino • Staff Charles Danger Sarah Iiiinreb Gil Diamond American Window Company 8554 N.W. 64 St. Miami, F1. 33166 (305) 375 -2902 PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of A uminum SinQje }ing Window DH - C30 /F.E.R. under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Applicant along with Miami Testing Laborsitory perfori^ance test report number MTL -15378 dated September 22. 1992 (incuding • F.E.R. has been accepted by Product Control under the Specifi: Conditions set forth on page 2 -2a and the Standard Conditions on Page 3 ACCEPTANCE No.: 93- 1222.7 (92) APPROVED March 08. 1993 EXPIRES Sept. 30. 1996 APPROVED: March 00, 1993 411 Ict tft. AN METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI. FLORIDA 33128-1974 (305) 375-2981 y Gil Diamond, P.E. Product Ccatro]. Division Supervisor * *PLEASE NOTE ** THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPE'IFIC AND GENERAL CONDITIONS BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. //1 1 Charles Danger,(,P.E. Secretary Metropolitan Dada County -1- Board of Rules and Appeals NOTICE OF ACCEPTANCE: DESCRIPTION OF UNIT 'MODEL DESIGNATION Aluminum Single Hung Window DH- C30 /F.E.R. OVERALL SIZE: 4' - 6 3/4" wide by 7' - 6" high ACCEPTADLE: 93- 1222,7 (92) APPROVED : March 08. 1993 EXPIRES : Sept. 30, 1996 SPECIFIC CONDITIONS ASSIGNED ACCEPTANCE MARKINGS AAMA 101 -88 Dade County Approval #93- 1222.7 (92) Expires: Sept. 30, 1996 Approved for installation up to 15 feet above grade. CAUTION: Elevation roust be reduced in the coastal construction zonr No. & SIZE OF VENTS: One 52" by 43 1/16" high; one fixed light frame glazed at the top with a clear opening of 49 3/4" by 44 1/4" high (0 /X). )IEATHERSTRIPPING: Single pile, Cushion Seal 36 PPB- 370 -3, in vent top rail. Single pile in vent bottom rail. Double pile in each vent jamb rail. Fixed meeting rail was sealed at each end. OPERATORS & LOCATIONS: Spring and pulley balance. One metallic cam loc 17 1/4" from each end of vent top rail locking into a groove in the fix( meeting rail. BLAZING MATERIAL: 3/16" annealed glass. GLAZING METHOD: Interior glazed using adhesive bedding compound and rolled aluminum glazing bead. y1IEEPHOLES: One 7/8" weep notch at each end of sill screen retainer. MUNTINS: None. REINFORCEMENT: None. ADDITION t, DESCRIPTION• Flange type frame. 1 1/2" high overall interi( sill flange. it Diamond, P.E. Product Control Division -2- Supervisor • • • NOTICE OF ACCEPTANCE: SPEC.IEIC CONDITIONS. TESTS: SCREWS AND METHOD OF ATTACHMENT INTERIOR WINDLOAD: 45.0 P.S.F. SILL : No Screws EXTERIOR WINDLOAD: 45.0 P.S.F. HEADER: 3 - #8 x 1" Round Head S.M.S. WATER RESISTANCE : 4.50 P.S.F. JAMBS : 5- #8 x 1" Round Head S.M.S. AIR INFILTRATION : 0.028 cfm /ft. FORCED ENTRY MTL -15378 (F.E.R.) APPROVED FOR ELEVATIONS UP TO: 15 Feet Above Grade ACCEPTANCE: 93- 1222.7 (92) APPROVED : March 08. 1993 EXPIRES Sept. 30. 1996 NOTE: please see Note #11. Page 3 This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. Supervisor /r l / . 'i /!)'l � . Gil Diamond, P.E. Product Control Division 'T 0E _X ______ _ WAT TEST 3" SILL 02 • T T l9 - Q - 6 1 - m _ . - - 9 ` - : 9 - A - - 9 - SINGLE HUNG WINDOW DH -C3 AW5B COMPARATIVE ANALYSIS LOAD CURVES BASED ON MTL -15378 OF 9 -22 -92 TEST SIZE = 54 -3/4" x 90" (1/1) TEST LOAD = 45.0 PSF - EXTERIOR = 45.0 PSF - INTERIOR WATER TEST = 4.5 & 13.2 PSF 3/16' ANNEALED CLASS GRAPH FOR 1 OVER 1 CONFIGURATION NO REINFORCING WATER TEST - 1 -1 2" SILL `7 1I 1 1 1 1 1 W H 1- Q W Z 0 W H H H N 0 n. 1 N 0 AMERICAN WINDOW CORPORATION GRAPH BY AL- FAR000 CORP. 1235 SW 87 AVE MIAM 3 35 45 WINDOW WIDTH - INCHES 55 6" 8 -3/8" 4 " 0 -5/8" 3" 4 -1/4" TEST LOAD • MET RO•DADE METROPOLITAN DADE COUNTY, FLORIDA .t Chairman Bertram S. N6rshaw Vice-Chairman H.O. Lasseter Members Ronald Ager . James Arias George Berlin Tlbinas M. Black Lawrence A. Bonari Ted Bridis Oscar Brennan John Calpini Eduardo Camer Jorge de to Torrienre 11. Carlton Decker Arnold Goldman Richard M. Horton Daniel Leiit John Lindstrom Steen Lowe Joseph Mokher, Sr. James Power William Riley Armando.M. Ri;o Thomas Uaerback Alfred Weitbrod Rad) Willianu Board Contulune John Petrofina • Staff Charlet Danger Sandi 1{•inreb Gil Diamond American Window Company 8554 N.W. 64 St. Miami, F1. 33166 APPROVED PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of Aluminum Single Hung Window DH - C30 /F.E.R. under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Applicant alona with Miami Testing Laboratory perfori.n test report number MTL -15378 dated September 22. 1992 (incadi g. F.E.R. has been accepted by Product Control under the Specify Conditions set forth on page 2 -2a and the Standard Conditions on Page 3 ACCEPTANCE No.: 93- 1222.7 (92) : March 08. 1993 EXPIRES : Sept. 30. 1996 APPROVED: March 08. 1993 * *PLEASE NOTE ** ate' `q METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI, FLORIDA 33128-1974 (305) 375 -2981 (305) 375 -2902 (P f /E4 1 .( / Gil Diamond, P.E. Product Centro]. Division Supervisor THIS IS THE CQVERSHEET, SEE ADDITIONAL PAGES FOR SPE'IFIC AND GENERAL CONDITIONS BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the IncorpoFated and Unincorporated areas of Dade County under the conditions set forth above. 7 Charles Danger P.E. Secretary Metropolitan Dade County -1- Board of Rules and Appeals American Window Company DESCRIPTION OF UNIT 'MODEL DESIGNATION od Aluminum Single Hung Window DH- C30 /F.E.R. OVERALL SIZE: 4' - 6 3/4" wide by 7' - 6" high ACCEPTANL.E: 93-1222.7 (92) APPROVED March 08. 1993 EXPIRES : Sept. 30, 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ASSIGNED ACCEPTANCE MARKINGS AAMA 101 -88 Dade County Approval #93- 1222.7 (92) Expires: Sept. 30, 1996 Approved for installation up to 15 feet above grade. CAUTION: Elevation must be reduced in the coastal construction zont No. & SIZE OF VENTS: One 52" by 43 1/16" high; one fixed light frame glazed at the top with a clear opening of 49 3/4" by 44 1/4" high (0 /X). WEATHERSTRIPPING: Single pile, Cushion Seal 36 PPB- 370 -3, in vent top rail. Single pile in vent bottom rail. Double pile in each vent jamb rail. Fixed meeting rail was sealed at each end. OPERATORS & LOCATIONS: Spring and pulley balance. One metallic cam loc 17 1/4" from each end of vent top rail locking into a groove in the fix( meeting rail. GLAZING MATERIAL: 3/16" annealed glass. LAZING METHOD: Interior glazed using adhesive bedding compound and rolled aluminum glazing bead. }1EEPHOLES: One 7/8" weep notch at each end of sill screen retainer. MUNTINS: None. REINFORCEMENT: None. ADDITIONAL DESCRIPTION: Flange type frame. 1 1/2" high overall interi( sill flange. it Diamond, P.E. Product Control Division -2- Supervisor ACCEPTANCE: 93- 1222.7 (92) APPROVED : March 08. 1993 EXPIRES : Sept. 30. 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS o TESTS: SCREWS AND METHOD OF ATTACHMENT INTERIOR WINDLOAD: 45.0 P.S.F. SILL : No Screws EXTERIOR WINDLOAD: 45.0 P.S.F. HEADER: 3 - #8 x 1" Round Head S.M.S. WATER RESISTANCE : 4.50 P.S.F. JAMBS : 5 - #8 x 1" Round Head S.M.S. AIR INFILTRATION : 0.028 cfm /ft. FORCED ENTRY : MTL -15378 (F.E.R.) -2a- NOTE: please see Note #11. Page 3 APPROVED FOR ELEVATIONS []P TO: 15 Feet Above Grade This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. !: :..!Gil P. E . Product Control Division Supervisor N Q. 1. AMERICAN WINDOW CORPORATION GRAPH BY AL- FAROOO CORP. 1235 SW 87 AVE MIAMI 305 -264- 25 35 45 WINDOW WIDTH - INCHES 55 6" 8 - 3/8" 4" 5/8" 3" 4 -1/4" _ _ NAT: TEST 3" SILL :T "` ` O ; VISIL 0 - - 61 - 0` - m - fD.. 6I - r- -SINGLE :. :BASED - - tsi U - 0 - HUNG WINDOW DH -C30 AWSB COMPARATIVE ANALYSIS LOAD CURVES ON MTL -15378 OF 9 -22 -92 TEST SIZE = 54 -3/4" x 90" (1 /1) TEST LOAD = 45.0 PSF - EXTERIOR = 45.0 PSF - INTERIOR WATER TEST = 4.5 & 13.2 PSF 3/16' ANNEALED GLASS GRAPH FOR 1 OVER 1 CONFIGURATION NO REINFORCING WATER TEST - 1 -1/2" SILL 1 l l 1 1 1 1 r 1 r,,, r i, i N Q. 1. AMERICAN WINDOW CORPORATION GRAPH BY AL- FAROOO CORP. 1235 SW 87 AVE MIAMI 305 -264- 25 35 45 WINDOW WIDTH - INCHES 55 6" 8 - 3/8" 4" 5/8" 3" 4 -1/4" METRO-CADE METRO - oAOE - _ PRODUCT CONTROL NOTICE OF ACCEPTANCE Seaview Industries, Inc. 3750 N.W. 16 Street Miami, Your application for Product Approval of: 18 ga. Gal v. Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted b!, Applicant (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1007.03 Expires:03/20 /98 au ' o • guez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/20/95 FL 331.12 BUILDING COOE COMPLIANCE OFFICE SUI •6C3 MET =C -JA_•E 3LILZING aC NEST F'_,AGLE ST -EET '.1IAMI. FLORIDA 33130- (305) 375-2901 FAX (305) 375-2908 PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372.6339 Director Building Code Compliance Der Metropolitan Dade County 11 `e.1%ir%k ! ? i <'r:c Inc. CCEPTa\c_E \rj APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an 18 ga. galvanized steel storm panel designed to comply with the South Florida Building Code Impact Test Requirement and .SCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non- coastal building zone. 1.1.2 Coastal building zone. 2. MAATERLAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -152, Sheets 1 of 4 using 18 ga. steel (.045" thick) structural quality grade C, conforming to ASTM A446. Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.625 ", forming 2" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, with shapes and thicknesses as shown on approved drawing. 2.4 Tested specimen: - Dimensions: 3 panels totaling 37 1/2" wide x 101" long overall, corresponding to 96" span. Dimensions: 3 panels totaling 37 1/2" wide x 137" long overall, corresponding to 132" span. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 101" and 137 ", to be installed only as outlined on drawing No. 94 -152 Sheets 1 thru 4 of 4. 3.2 Minimum separation to existing glass to protect shall be: 3.2.1 For panels up to 101" high: 1 7/8 ". 3.2.2 For panels over 101" high and up to 137" high: 2 7/8 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: All panels with spans from 137" to 101" high, require 1/4 " -20 x 1" sidewalk bolts w /die cast aluminum washered wingnuts spaced at 1/3" of the span along all overlaps. All panels with spans from 101" to 33" high, require a 1/4 " -20 x 1" sidewalk bolt w /die cast aluminum washered wingnut at midspan at all overlaps. Panels less than or equal to 33" high do not require fasteners at overlaps. See Drawing No.94 -152 for detail of requirements. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured to an "h" header (Part 2) or bolted, using 1/4 " -20 machine bolt & wingnut at 6" o.c., to a continuous 2" x 2" x .125" studded aluminum angle (Part 4) at the head; and using this same angle at the sill; all are anchored to the wall, using the tension anchors as shown on Drawing No. 94 -152, Sections A , D and E "Wall Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. Man Perez, P.E. bt Plans Examiner II Product Control Division NIIIP 2.1 ,; MAA 2019S3 •e.1':e%k fndu -l Inc. - 2a - -■CCEPTA\CE ",C) APPROVED EXPIRES "1i - 7. Man Perez, P.E. Plans Examiner II Product Control Division nil 2 12 NOTICE OF .ACCEPT.a`CE: SPECIFIC CONDITIONS 4 1.2 Buildout Mount The panels are fastened to the continuous 2" x 2" x .125" studded aluminum angle (Part 4) at the head and s111, using 1/4" -20 machine bolt and wingnut spaced at 6.0" o.c., this angle is secured with 1/4 -20 machine bolt and wingnut @ 6" o.c. to a 2.25" x 5.25" max. x .125" aluminum angle (Part 5) used to provide the buildout and which is anchored to the wall in accordance to the fastener schedule, as shown on Drawing No. 94 -152, Section C "Build -Out Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the opening, and fastened at the sill, using 1/4 " -20 studs w /washered wingnut spaced at 6.0" o.c. to the continuous 2" x 2" x .125" studded aluminum angle (Part 4) which is anchored to the slab or bulkhead below, as shown on Drawing No. 94 -152, Section B, "Ceiling/Inside Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. 4.1.4 Anv combination of the above. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on "Anchor Schedules" and Details on Drawing No. 94 -152, Sheets 1, thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely . dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 94 -152 , Sheets 1, 2, 3, and 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (SPAN = 101") SATISFACTORY S1027A Mix. 1.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 - 94 POSITIVE (SPAN =101 ") +93.6 PSF S1027A +72.0 PSF S1027A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (SPAN =l01 ") -93.6 PSF S1027A -72.00 PSF S1027A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (SPAN = 101") +108.00 PSF S1027A +72.0 PSF S1027A c Design 0.50" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN =101 ") - 108.00 PSF S1027A -72.0 PSF S1027A DESIGN PRESSURE RATING +72.00 PSF -72.00 PSF LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (SPAN = 137 ") SATISFACTORY S1028A Max. 2.88 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (SPAN =137 ") +80.6 PSF S1028A +62.0 PSF S1028A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (SPAN =137 ") -80.6 PSF S1028A -62.00 PSF S1028A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (SPAN = 137 ") +93.0 PSF S1028A +62.0 PSF S1028A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN =137 ") -93.0 PSF S1028A -62.0 PSF S1028A g Design 1.58" DESIGN PRESSURE RATING +62.00 PSF -62.00 PSF nc aCCEPT >\CE \O APPROVED - =` EXPIRES ? O 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: 2b - RESULTS: Manly, Plans Ex. Product Co. `e.iti its.% (ndustrtes. Inc. ACCEPTANCE O. APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Man - ' erez, P.E. Plans Examiner II Product Control Division °74.' ? t I Extension of Acceptance may be considered after a new application has been tiled and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. ,eNk In! i ;, �; Inc. - 2c- \CCEPT\\CE\O APPROVED EXPIRES MAR 2 0 19 9 3 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests. 8.1 1 Test report on: 1.) Uniform Static Air Pressure loading, per PA 202 - 94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test, per PA 203 -94 8' -0" high, 13 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL-S1027A, dated October 3, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.1.2 Test report on: 1.) Uniform Static Air Pressure loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test, per PA 203 -94 of 11' -0" high, 18 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL- S1028B, dated October 14, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -152 Seaview Industries, Inc., 18 Ga. Steel, Storm Panels, Sheets 1, 2, 3 & 4 of 4, prepared by Knezevich & Associates, Inc., dated 08/29/94, with revision No. 4 dated 02/21/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report Coil dated 9/21/94 for Galvanized Steel by R & R Metals, Inc. 8.3.2 Certified Tensile Test Report from independent lab Atec Associates, Project #70 - 02 - 94 - 220 dated 8/29/94 for Steel sample, tested per ASTM E8 -93. 8.4 Calculations: 8.4.1 Anchor analysis dated 12/16/94, Pages 1 thru 4, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. Ma Perez, P.E. Plans Examiner, 11 Product Control Division METRO-DADE August 251995 Pino - Windows Corporation 6860 N.W. 75 Street Medley, FL 33166 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX. (305) 372 -6339 , . NOTICE OF PROPOSED ACTION To: Members of the Building Code and Product Review Committee and Pino-Windows Corporation, Applicant In accordance with Dade County Administrative Order 10 -3, which governs the product review process, the Product Control Section of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to Pino-Windows Corporation for Series 100 Aluminum Swing Storefront Door with Sidelite No. 95- 0428.01 to allow its use in Dade County and its municipalities. To: Members of the Building Code and Product Review Committee: The documentation being provided to you represents the recommendation of the Product Control Section of the Office of code Compliance in regards to the submittal of Pino-Windows Corporation for Series 100 Aluminum Swing Storefront Door with Sidelite No. 95- 0428.01. Under the provisions of Dade County Administrative Order 10 -3, which governs the product review process. You must review this documentation. If within 20 days from the date of mailing, we do not receive any written objection stating the reason(s) for your disapproval, this product will be automatically approved. To: Pino-Windows Corporation, Applicant The Product Control Section of the Office of Code Compliance, in accordance Dade County Administrative Order 10 -3, which governs the product review process, has issued this notice of proposed action and intends to issue a Product Control Notice of Acceptance for your Series 100 Aluminum Swing Storefront Door with Sidelite No. 95- 0428.01 to be used in Dade County and its municipalities, unless a member of the Building Code and Product Review Committee or yourself has any objections. Should you not be in accord with this notice of proposed action and wish to appeal our recommendation, you must make a written request, stating the reasons for your objection(s), to our office within 20.days of the date of mailing. Upon receipt of your written request, a hearing date will be set so that you can present your objection(s) to the Building Code and Product Review Committee. Sincerely, Product Control Supervisor D:WRODCNTIAREP0RTS1N OTICE.SAM Raul Rodriguez Charles Danger, P.E. Director DATE OF MAILING August 25, 1995 Mailed by: L. .6/4114- • Pino Windows Corp, ACCEPTANCE No.: 95- 0428.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum swing patio door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Aluminum Out - Swinging Patio Door with Sidelight (Non- Egress) 1.3 Overall Size: 15'- 5" wide by 7' -11 7/8" (95 7/8 ") high x 4" deep. 1.4 Configuration XXOX „ 1.5 No. & Size of Panels: Three: Two active panels, 36 1/2" by 94 3/4" high; One in- active panel, 36 3/8" by 94 3/4" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material: Aluminum alloy 6063 -T6. 2.2 Glazing 2.2.1 Glazing Material: Door Panels: Full light 3/16" tempered glass. Fixed Light: Full light 1/4" tempered glass. 2.2.2 Glazing Method: Door panels: Pocket glazed using a flexible vinyl glazing channel. Fixed Light: Exterior glazed using an adhesive bedding compound and an extruded aluminum glazing bead, secured with #12 x 1 1/4" SMS, three per horizontal side and five per vertical side. 2.2.3 Daylight Opening Size: Door Panels: 28" wide by 86 3/4" Fixed Light: 45 1/4" wide by 91 3/4" high. 2.3 Frame Construction: 2.3.1 Head /Jamb: A 1 1/2" face x 4" deep x 0.78" wall thickness extruded aluminum hollow tube with four screw splines and one door stop fin, is used at head and jamb, 23.2 Fixed. Vertical Mullion: An additional open back adapter 1 5/8" x 4 3/16" w /fin (Part "A" Stile) is used at intermediate fixed vertical mullions. 2.3.3 Threshold: Bumper threshold is an open back extrusion 4" wide x 1/2" and 1 3/8" high used at sill. 2.3.4 Corner construction: Confers are butt joined, frame sill comers are secured with three #10 x 1" SMS, Frame head corners are secured with four #10 x 1" SMS and each fixed light corner is secured with four #10 x 1" SMS. 2.4 Panel Construction: 2.4.1 Stiles: Consist of 1 3/4" deep x 4 1/8" face x .078" wall thickness extruded aluminum tube with a 1/2" x 1/2" pocket for glazing and a built -in door stop is used at stiles 2.4.2 Rails: A 1 3/4" deep x 4 1/8" face x .078" wall thickness extruded aluminum tube with a 1/2" x 1/2" pocket is used at top and bottom rails. Manuel Perez, P.E. Plans Examiner II Product Control Division • Pino Windows Corp. ACCEPTANCE No.: 95- 0428.01 EXPIRES . NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • 2.4.3 Corner construction: Panel comers are butt joined, top and bottom rails are secured to stiles with a 3/8 " -16 x full length steel threaded rod using a 4" long Jamb Stiffener, a 3/8" nut and washer at each end. 2.5 Weatherstripping: Quantity Description Single row Vinyl bulb Double row Vinyl bulb Single row Vinyl bulb Single row Pile with integral Double row Pile with integral Single row Pile with integral 2.6 Hardware: Quantity One plastic fin plastic fin plastic fin Description Standard steel throw bolt lock, key operated on the exterior and thumb turn on interior. Brand: Taco or Westlock, Grade: 3 Conventional lockset with knob, key operated on the exterior and thumb turn on interior. Brand: Taco or Westlock, Grade: 3 Extruded aluminum Butt Hinge, 1/8" thick and 7" long w/ 5/16" plated steel rod One Three Two Concealed throw bolts Two Manually operated Slide bar 3/4" wide x 1/4" thick x 12" long APPROVED Location at each lock stile of double panel door. at frame sill. at frame head and jamb. at frame head and jamb. at each panel bottom rail. at each panel top rail and lock stile of door panel. Location at each active panel lock stile, 53" from bottom. at each active panel lock stile, 43" from bottom. at each panel jamb stile, one each at 7" from top and bottom, and one at midspan. at top and bottom of each inactive panel lock stile. at top and bottom of each active panel lock stile. 2.7 Weepholes: None 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Sealants & Pads: The following are sealed with clear colored sealant: perimeter each frame corner, perimeter of each throw bolt and lockset plates, perimeter of glazing bead at fixed light, each installation screw in frame sill, screws securing glazing bead at fixed light and each panel corner seam on the interior and exterior. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. The following configurations shall also qualify under this approval: X, 0, OX, XX, XXO, OX0 and OXXO. Manuel Perez, P.E. Plans Examiner II Product Control Division rim Windows Corp, ACCEPTANCE No.: 95- 0428.01 APPROVED • • EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with installation diagram of an aluminum out- swinging storefront entrance door with fixed light prepared by Fenestration Testing Laboratory, Inc. No. FTL -1051 dated December 21, 1994 signed and sealed by Yamil G. Kuri, P.E. • 8.2 Drawings:: .. . . . . 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Full scale details of tested unit, Sheets 1 thru 8. 8.3 Calculations: 8.3.1 Comparative analysis, pages 1 thru 4 , prepared by Al- Farooq Corp., dated April 4, 1995, signed and sealed by Humayoun Farooq, P.E. Manuel Perez, P.E. Plans Examiner II Product Control Division - 2d - TE ST RESULTS , DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT2) 0.03 CFM//FT FTL -1051 . UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +74.4 PSF FTL -1051 +74.4 PSF FTL -1051 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -95.3 PSF FTL -1051 -95.3 PSF ' ' FTL -1051 WATER RESISTANCE (PSF) SFBC PA 202 -94 +10.10 PSF . FTL -1051 +67.3 PSF FTL -1051 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Seconds +113.1 PSF FTL -1051 +75.4 PSF FTL -1051 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -113.1 PSF FTL -1051 -75.4 PSF FTL -1051 FORCED -ENTRY RESISTANCE (FER) SFBC PA 202 -94 & SFBC 3603.2(b)(5) SATISFACTORY FTL -1051 Design Pressure Rating (Positive) " +67.3 PSF Design Pressure Rating (Negative) -75.4 PSF rim Windows Corp, ACCEPTANCE No.: 95- 0428.01 APPROVED • • EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with installation diagram of an aluminum out- swinging storefront entrance door with fixed light prepared by Fenestration Testing Laboratory, Inc. No. FTL -1051 dated December 21, 1994 signed and sealed by Yamil G. Kuri, P.E. • 8.2 Drawings:: .. . . . . 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Full scale details of tested unit, Sheets 1 thru 8. 8.3 Calculations: 8.3.1 Comparative analysis, pages 1 thru 4 , prepared by Al- Farooq Corp., dated April 4, 1995, signed and sealed by Humayoun Farooq, P.E. Manuel Perez, P.E. Plans Examiner II Product Control Division - 2d - , Pino Windows Corp, APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: PINO'S WINDOW CORPORATIO , 4 —S -9S SWING TYPE ALUMINUM ENTRANCE DOOR COMPARATIVE ANALYSIS CHART BASED ON FTL -1051 OF 12 -21 -94 TEST SIZE - 72• x 96' — 2 LEAF (NOMINAL DIMS.) TEST LOADS . +74.4 — 95.1 PSF DESIGN LOADS . +49.6 —63.4 PSF WATER INFILTRATION TEST - 10.1 PSF NO REINFORCING 3 POINT LOCK ON ACTIVE LEAF DOOR HEIGHT P100 -1B -- PANEL vrorH 1. . 2 —LEAF AL—FAR000 CORP. 1235 S.W. 87th AVE MIAMI, FL. 33174 305 - 264 -8100 rLusH 20_ TS 'rap (icr:OHl HINGES ACCEPTANCE No.: 95- 0428.01 NOTE WHERE WATER INFLTRATION TEST IS REQUIRED LIMIT EXTERIOR PRESSURE TO IOJ PSF 1 —LEAF • • • • • • • • • • • • • • • • • • • • • • • • • --F -4 p. c. vIDDI 'JUL 9 ? MS Manuel Perez, P.E. Plans Examiner II Product Control Division Pino Windows Corp, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL ELEVATION • istp510... • 11 • 1 C22 —::*14,151■QA ACCEPTANCE No.: 95-0428.01 APPROVED EXPIRES - • .• - • • • • 11:.”4:' =2- /.7 .?!" tAto. ,_ • el .•• " ste_aocs . • .••• • • • • • 1 / 4 r1r.,.(j/c • too • lt/17 -yd - 9 (. Manuel Perez, P.E. Plans Examiner 11 Product Control Division Pino Windows Corp, ACCEPTANCE No.: 95-0428.01 10. TYPICAL ELEVATION NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS .1/24 4W llil 1 - A ": ----- 1 4.00 4cv 1 1..a.as 4.c/.0 APPROVED EXPIRES T r I 1 ruiLl m 1_ Arava_IN!talaraa_ --- • Manuel Perez, P.E. Plans Examiner II Product Control Division