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HomeMy WebLinkAboutNOA.:. y M IAM U�ADE MIAMI-DADS COUNTY ® QQ ((►������� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECO I TtESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vi{Siv.minmidide.yo►•/economy AWP Windows and Doors, LLC C all" mY 8130 NW 74'h Avenue Medley, FL 33166 SCOPE: FILto Or This NOA is being issued under the applicable rules and' regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right tohave 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "580" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alutn Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96, with revision J dated 09/22/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P.E., beating the Miami -Dade County Product Control Revision stamp with the -Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 ou• 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 sectionn 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 NOAff 12-0906.06 and 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 Manuel Perez, P.E. NOA No. 14-0722.07 MIAMI•DADE COUNTY 1. `( �s Expiration Date: November 14, 20I7 a Approval Date: October 02, 2014 a Page l 8 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96, with revision J dated 09/22/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahniad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 aluminum single lung window glazed with tempered insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7568, dated 04/26/14, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 eyebrow top alununum single lung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Sttbinitted tuider NOA#09-0316.10) 3. Test repo-1..ts on: 1) Air Infiltration Test, per FBq, 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) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 radius top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Repoli No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. (Sitbittitted hurler NOA#09-0316.10) 4. 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) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a series 580 aluminum single hung window, glazed w/ 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted. raider NOA #02-0507.06) Manuel Peire,; P.E. Product Control E�xaininer NOA No. 1`414722.07 Expiration Date: November 14, 2017 Approval Date: October 02, 201-4 E-1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBiyLITTED B. TESTS (CONTL`tuED) 5. Test reports on: 1) Uniform. Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" aim. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08/07103, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014), dated 07/01/14 and revised on 09/19/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.- 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MA.TERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5tn Edition (2014), and of no financial interest, dated July 1, 2014, signed. and sealed by Javad Alunad, P.E. 2. Proposal No. 13-0640 issued by the Product Control Section, dated July 16, 2013 and revised on August 0l, 2013, signed by Manuel Perez, P.E. . 3. Asset purchase agreement dated March 20, 201:4, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Moris, Jr., President and C.F.O., AWP Windows and Doors, LLC. 4. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated June 24, 2014, signed by 1Vft% Kevin Barrett, Chief Financial Officer, Trulite Window & Door Solutions, LLC. G. OTHERS 1. Notice of Acceptance No. 12-0906.06, issued to Trulite Window & Door Solutions, LLC, for their Series "580" Aluminum Single Hung Window — N.I., approved on 12/06/12 and expiring on 11/14/17. Manuel Pai! z, P.E. Product Couth•61 Ex�miner NOA No: i4-0722.07 Expiration Date: November 14, 2017 Approval Date: October 02, 2014 E-2 r r� SRRIRS 580 ALUMINUM SINGLD IIUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI••DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO 'HOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MFET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 53 1 /8" CAL ELEVA TESTED UNITS 53 1 /8" Engr. JVAO ANV! 7//�J/�s�� / Civ'L FIA. PE ,3 %05 CAN. 0538 INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE i USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. 61_ i INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET • THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 6" MAX. HEAD CORNERS O ry o ry v, .• MONOLITIIIC GLASS o "- j INSULATING i_NON IMPACT PRODIICI'IiL�VLSBO w complyins with lice Flodds I7i,�i it I ' ' o I i I Ij I building Code Acceplanco No '�n•L %�-�K,•,� 7 � 1� s" I �I �I BrpilmlonDulej,'a�_-L-u�!uJ Mimn'vDcdc Produce Control � I drawing no j _ I W96-38 ;sheet 1 of 5 \a o DE00Dz 0 C;) U) O �17Z> { D N A N CAS - - o i In O mzoz = Z L7 , 0,00 to N V D _— U) 1 O W 2\l C n to S` oom-. M Z D I in m (1► N C \ E C zt�•,0p ( N � N _'.P i'ncnF Oar, 9.-0 r Kn .�L •\� ' � tit y �1 4i1 m 1 { a I aate:..10-10-96 SI G 2,. I � 'dl by. HAMID � is, 9 I QO � : Chk. 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N'N �:m P NIb Ol iIN OrnN bim V lD C;G W'h f0 V7 A o VifT A rn�m O v CT rn P m PIP m P P PIP P1PIP rn rn m• I , 0,0 o r c o o p o 0 0 0 0 0 0 0 o;oio p 0 0 0 0 0 0 0 o plc o ola.o olo 0 0 0l0 0l0 0 �f FFynn O O O O O OIG O G O 0 0 GIG 0 0 0 C bib G OIO O'O COIC •O O10 O G OIO G O O O,O G V -r N N I : I Cm b A O piN N- U NI'p Nt O '� C m n NIN' •O 4l0 O - 4 Ornl O C•V miP OI O •O V .PIN '- A:A'm V O fO 0 ,A "' m N GIN iO N,N W O o0 b V N OI[m110 ...�P PIG O- J in V A1� A O,i� O O 1 0 )I LSE ES 580 ALUM SINGLE HUNG WINDOW (N^I_)) AL1011 CORPORATION IOD "- "-- ENGINEERS& PRODUCT DEVELOPMENT MR 2007 Fe0 _I AWP WINDOWS AND DOORS, LLC t235s.w.s7AVE NAIAE REVISED 8130 N.W. 74TH AVE. MIAMt, FLORIDA 33174 NAME REVISED MEDLEY, F L. 33166 I TEL. 105) 26482.00 FAX. (305) 262-6978 fltYISON L -' TEL (305) 8R=R CUM87-26<6 FAX 3.0-5) _88_3-1309 I ;C COMP-ANL\W96-38AWP TYPICAL ANCHORS SEE ELEV. 1�, FOR SPACING / Ed V1000 BUCK ° 4 a d e a l 4° ° t 5< 1 = CC 1 19 ` 24 I I vI I. o1 j ---------- 19 i I t !I I 1.'tl I 16 J }.7 OBIRTIOL TO OTT041 LATCH tx I O 4 r7 fx I`J W 23 I REOD. FOR WINDOWS I WITH CLASS TYPES 1 0 & E ONLY T� U o- o w V N da a e 4 4 METAL STRUCTURE M ir=_____------------ --� l J m G TYPICAL ANCHORS � � � .----- � m SEE ELEVS. ' I MIAMI-DADE COUNTY APPROVED I I m ��' FOR SPACING I MULLION & MULLION ANCHORS I m ; J \s o .II\r I _ III SEE SEPARATE NOA o ;II ® w mEd-v o (ZLi I s ! o o p _.______-_ _ _-� ®w `✓ Icy • �N < N H � 'I H(r>M O TYPICAL ANCHORS FOR SPACING TYPICAL ANCSEE':\0 ® N FOR SPACING a w Vj'i o I 1 �(16,Ly j . WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. O TYPICAL ANCHORS: SEE ELEV. rOR SPACING 1/4".DIA. TAPCON BY 'ITW' (F'u=12S KSI, F'y=100 KSI) ' Z IIOO 0_ v 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) I = 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES j 1-1/2" MIN. PENETRATION INTO WOOD N =M v THRU 1BY BUCKS INTO CONC. OR MASONRY �O 1-1/4" MIN. EMBED INTO CONC. OR MASONRY < DIRECTLY INTO CONC, OR MASONRY I $ ? 3 m 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i w Z J n I ., 012 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) I N 13 D_ 0 Ld - i INTO MIAMI-DADE COUNTY APPROVED, MULLIONS (MIN, THK. =. .090") .. .2 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) w 8 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) oII z Ed = ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. Iz INTO WOOD STRUCTURE = 1" MIN. a 6 INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS V. - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS L'm - 2000 PSI MIN. o o yvr=polo �I« SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS -OF INSTALLATION ` l�. SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, o I I� II SCHNEE MOREHEAD 5504 OR EQUIV. En9r: JAVAO AHMAD CPAL' PRODUcrnVISEO > vmplying with the Florida i r I \ I I PADS: ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT FLA. PE / 77 592 GIN. 3 39 BuilJin CadC 6 Accephuxt No �- 4 •C' F.xpiceliunOntoa�s % 7 a ... II I a I EACH END OF FIXED MTG. RAIL. r., . t • f�_ f - " mi nnde•P d ct Control , dr owing no. SYEEPHOLES:By W96-38 W1 = 3/4" WEEP NOTCH AT EACH END .- � -� sheet 3 of 5.. TYPICAL ANCHORS PAIAMI-DADE COU14TY SEE ELEV. APPROVED MULLION FOR SPACING SEE SEPARATE tZ� -4­1 r- - - TYPICAL ANCHO SEE EL FOR SPACII METAL STRUCTURE ITEM f PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 I YE-169. YE-167 1 I FRAME HFAD FRAME SILL 6063-TG - 6063-T6 - --------- - 3 YE- 102 YE-152 2 FRAME JAMB FIXED RAIL 6063-TG 6063-T6 - 4 I - - 5 YE- 151 1 I VENT TOP RAIL VENT BOTTOM RAIL 6063-T6 6 7 YE-168 6063-TG - YE-92 2 VENT JAMB 6063-T6 8 AS REOD. GLAZING - 9 10 II YH-528 2/ VENT SASH STOP, Y LONG BLOCK & TACKLE BALANCE RIGID VINYL 2/ VENT YH-505 AS REOD. BALANCE CLIP ALUMINUM 12 13 _YH . -622 YH 4004 BULB W'STRIPPINC VINYL Wool. SINGLE ROW AS REDD. FIN SEAL W'STRIPPiNO .187 X .250 ULTRAFAR 14YH-504 14A YH-515 2/ VENT 2/ VENT a SPRING LOADED VENT LATCHES SWEEP LOCKS IL?N/CELCON ZAMAK AT 13- FROM ENDS . AT II' FROM ENDS 15 16 YF-I FMAE ASSEMBLY SCREWS (910 X';;4--) CRS CRS PLATED, PH SMS CAD PLATED, PH SMS CAD PLATED, PH SMS YF-10 2/ VENT FIXED RAIL SCREWS (1)8 X I) 17 19 YF-12._ YF-6 7/ VENT I/ CLIP VENT ASSEMBLY SCREWS (#8 X 1-1/4-) §10 X 1/4- PH SMS POINT 8 CRS­_ H SMS 20 21 Yc-I5SP 2/ LOCK 2/ VENT SWLEP LOCK SCREWS L#8 X 5/8-) SELF ADHESIVE PAD (375" X .31- X .75-) FOAM PLASTIC - 22 23 YH-519 YM-590 2/ VENT I BALANCE CAM - REINFORCING BAR (REOD. FOR INSUL. GLASS ONLY) STEEL -TL13. ON 7 4-1/4' HIGH ONLY 21 25 2/ VENT 1 ITE SASH STOP (I- X 1-1/4' X 1/16") ALUMINUM SETTING BLOCK EPDM DUROIErER 80+.5 SHORE A iRY SUCKS ICAL ANCHORS ELEV. SPACING 1/4* SHIM MAX. FOR SPACING 2BY NV71) BUCK I � __ Im STRUCTURE ngr. JAVAD AHMAD CIVIL FLA6P,E. h\ZO592 ., Code Ail- ro wing no. W96-38 U �°--�I m NN J T y m i Z L �r x N F > — — m� m o D I N zi m m 0 0 z m 0 D f' V N V I C1 r m T— N A © 7 Z w N y A A U Zya Am a Z S m V �m3v r*1 u�r 5✓ c • ZG 'rG 'O •ec L D FFo °StA.�. n d.t.: 1D-10-96 l revisions; , SERIES 580 ALUM SINGLE HJNG WINDOW (N :I.) , AL-FAROOQ CORPORATION r� cu C o i�------•• ---� no a e fr eseno ion --:, 5. F 2.26.09 I:POATED FOR 10D7 FBA , ENGINEERS & PRODUCT DEVELOPMENT scale: t/2' t: __.___.__.—_. _— AWP WINDOWS AND DOORS, LLC 1235S.w.87AVE 0 OSA6-10 MN:UF. NAME RENSED �0 I ° l ar. �" 8130 N.W. 74TH AVE. MIAMI, FLORIDA33174 bY• NA.al7 H 112.20.11 w1NUF. NudE ftEk5E0 �,I , i�__ _�_..--, �-- � MEDLEY, FL..33166 t>:L(aos)264.eioo FAX.(305)2626978 I 07.02.1a GENEWL REVISION „__-„_—______—._ _— - CnO ..--_-__i-__. __.—.—__- 00 . J �rchk. Dy. � �` Dg,2z.ta , No awicE tx�s 6xEe� TEL (305) 887-2646 FAX (305) 883—t309 ( `_ COMP—ANL\i496-38AWP M®�E MIAMI-DAD]; COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175.2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.a /buildine Willard Shutter Company, Inc. 4420 N.W. 35th Court Miami, Florida 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 12-008, titled " 0.050" Aluminum Storm Panel", sheets 1 through 7 of 7, prepared by EngCo. Inc., dated January 25, 2012, signed and sealed by Pedro De Figueiredo, P.E., on April 10, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, and TAS-203, 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 1109-0528.01 and consists of this page 1, evidence submitted pages E-I & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAM4DADE CO NTY /�/� NOA No.11-1207.09 Expiration Date: 12/07/2016 p5�241?_ Approval Date: 05/24/2012 Page 1 711Y/1.r_ Willard Shutter Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0221.01 A. DRAWINGS 1. Drawing No. 06-022, titled " 0.050" Aluminum Storm Panel ", sheets I through 7 of 7, prepared by EngCo. Inc., dated September 17, 2006, signed and sealed by Pedro De Figueiredo, P. E., on September 17, 2006. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Report No. 0109.01-06, dated February 07, 2006, signed and sealed by William R. Mehner, P.E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Report No. 1206.01-00, dated May 02, 2001, signed and sealed by William R. Mehner, P. E. and Henry Hattem, AE. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated February 15, 2006, pages 1 through 19, prepared by Engco, Inc., signed and sealed by Pedro De Figueiredo, P. E., on February 15, 2006 2. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated September 17, 2006, pages 1 through 24, prepared by Engco, Inc., signed and sealed by Pedro De Figueiredo, P.E., on September 17, 2006 D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 6AM-39, dated January 20, 2006 for 3 samples #0109.01-06 Specimens B, D, I, signed and sealed by Frank E Grate Jr., P. E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 09-0528.01 A. DRAWINGS 1. Drawing No. 09-088, titled "0.050" Aluminum Storm Panel", sheets 1 through 7 of 7, prepared by EngCo. Inc., dated April 30, 2009, signed and sealed by Pedro De Figueiredo, P. E., on May 05, 2009. ya, I /I. my A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No.11-1207.09 Expiration Date: 12/07/2016 Approval Date: 05/24/2012 E-1 Willard Shutter Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE .SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. Anchor Calculations and details for 0. 050 " Aluminum Storm Panels, dated February 15, 2006, pages 1 through 19, prepared by Engco, Inc., signed and sealed by Pedro De Figuelredo, P.E., on February 15, 2006. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter prepared by Engco, Inc., dated May 01, 2009, signed and sealed by Pedro De Figuelredo, P.E., on August 18, 2009, stating that this product is in compliance with the Florida Building Code, 2007 edition. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-008, titled " 0.050" Aluminum Storm Panel", sheets I through 7 of 7, prepared by EngCo. Inc., dated January 25, 2012, signed and sealed by Pedro De Figueiredo, P.E., on April 10, 2012. B. TESTS - 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter prepared by Engco, Inc., dated January 25, 2012, signed and sealed by Pedro De Figuelredo, P.E, stating that this product is in compliance with the Florida Building Code, 2007 & 2010 editions. 14My A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No.11-1207.09 Expiration Date: 12/07/2016 Approval Date: 05/24/2012 E-2 t Gk'NERALNOTES: (FLORIDA BUILDING CODE 200712010-HVHZ&non WHZ) 1- THIS PRODUCT IS DESIGNED AND TESTED (TAS 201, 202, 203) IN ACCORDANCE WITH THE THE FLORIDA BUILDING CODE 2007/2010 EDITION. PRODUCT CAN BE USED WHERE CODE IS APPLICABLE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2- POSTING AN EMBOSSED OR PRINTED LABEL SHALL BE PROVIDED AS PER FBC 2010 SECTION 1715.8. IT SHALL BE LOCATED ON EACH PANEL SPACED NOT MORE THAN THREE FEET AND SHALL FACE THE EXTERIOR OR OUTSIDE. LABEL SHALL PROVIDE THE FOLLOWING INFORMATION- 'WILLARD SHUTTERS - MIAMI - FLORIDA 0.05 ALUMINUM HURRICANE PANEL LARGE MISSILE IMPACT RESISTANT MIAMI-DADE COUNTY PRODUCT APPROVED NOAH------------------- 3- MATERIAL- 3. 1 - STORM PANELS SHALL BE 0.05' ALUMINUM 5052-1-132 ALLOY. 3.2 - ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 OR AS INDICATED IN THIS SET OF DRAWINGS. 4- ANCHORS SHALL BE AS SHOWN ON THIS APPROVAL. ANCHOR EMBEDMENT 'TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING. 5- LOADS, PROJECT DESIGNED PRESSURES, PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER, AS DETERMINED FROM SECTION 1620 AND ASCE 7-10 MUST BE MULTIPLIED BY 0.6 FACTOR. THE CALCULATED PROJECT PRESSURES MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH COMPONENT TO BE USED. 6= USE- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING 6-1- THE STABILITY qF THE STRUCTURE WHERE THE PRODUCT .IS TO BE.ATTACHED INSURING PROPER ANCHORAGE. . '6, 2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 6. a- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT 7- PANELS -CAN BE OVERLAPPED TO CREATE A 1/2 PANEL INSTALLATION. 8- MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL/ METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FBC SECTION 2003.8.4. TABLE OF CONTENTS: SHEET DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS ALLOWABLE DESIGN PRESSURES TABLE' 1. 2 COMPONENTS DETAILS AND SCHEDULE 3 ANCHOR SCHEDULE AND ANCHOR TABLE 2. 4 DETAILS MOUNT TYPES 1. 2, 3, & 4 5 DETAILS MOUNT TYPES 5, 6, 7 & 8 6 DETAILS MOUNT TYPES 9, 9A, 10 & IDA 7 DETAILS SIDE CLOSURE SECTION vJ w rn TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING -DETAILS 1 1/4' 1 1/4' -n X II' 1, 2, 4, 5; 6, 7, 8, 9., 9A, 10, IDA 3, 4, 5, 6, 7, 8, 10, IDA VERTICAL INSTALLATION 1, 2,A, 5, 6,.7, 8, 9, 9A, 10. IDA 3,4,5,6,7, 9, 10, IDA SLOPPED OPTION TABLE 1 PANEL ALLOWABLE DESIGNED PRESSURES: MAX. PANEL SIZE (IN)PSF RATING 108 60 96 75 84 90 72 105 60 120 MID STITCHES ARE RCQUIRED FOR PANELS GREATER THAN 54' HORIZONTAL INSTALLATION MANUFACTURER: WILLARD SHUTTER COMPANY, INC. 4420 NW 35TH COURT MIAMI, FL 33142 Tel.: (305) 633-0162 Fax.: (305) 638-8634 PRODUCT: 0.050 ALUMINUM STORM . PANEL it njq(ffa ?nr. CA 8116 5595 Omnge Dr. 201 Davie, FI.33314 6 7 8, 9, 9A, 10, IDA rNOTCH 1 Q S• ; 140.5 09 'jw * •. • * t ti ti(L J U B o �pO�Fs1" " ttt`,,, a 0ABC D, E, F ABCL, wN N MIAMI-DADE BCCO: 7¢ ay 3, 4, 5, 6, 7, FRODUCTRGVISBD ueomplyingwiththeFlorl a Building Codo Aaa�Fl Zo7•eg16 NOTCHED OPTION �DNoll-I D Dy g I A D nho Dale: 01125112 a Scale: NA Design by: PPMF w N STITCHES V) Drawing Number �Aac ABC 12-008 z D,, E ' a SHEET 1 of 7 �_ .. 5, 6, 10, 7, IDA RADIUS OPTION 3, 4, a, -13.50' (TOTAL WID1 I1.00' <EFECTIVE WI .}1. 75-1-4 tn ci MANUFACTURER:' BASIC PANEL MODULE W 1 L LAR D' KEYHOLE _ KEYHOLE SHUTTER'COMPANY, INC. 1• FROM ENDS I• FROM- ENDS, 44'20 NW 35TH COURT 3.75 1.751 `` ff MIAMI, FL 33142 �Tel.: (305) 633-0162 I�Fam (305) 638-8634 0.25 // \\�----108' MAXIMUM PANEL SIZE -----� ro 0 1- TYPICAL ALUMINUM PANEL ALUMINUM 60524H32ALLOY 0. 11`3- 4- BUILT -OUT ANGLE ALUMINUM 60e3-TO d 3'. 4', 5' 3•'U' CEIUNG TRACK ALUMINUM 6003-TB COMPONENTS SCHEDULE PRODUCT: 0. 90 374 0.050 ALUMINUM KEY HOLE Rq T� i;' STORM PANEL pq :. ' I - 10 . d - ^ID o EnglneerIng: 1 +E,n�C2u Jnr. o CA8116 .. eo THICKNESS -Ir 5595GmngeDr. 201 o, 09 Davie, R.33314 'g- OPTIONAL KEY HOLE WASHER 6--F-TRACK Tel.-.054) 585-0304 Fmc ALUMINUM 6063-T5 ALUMINUM6003•TO ENGC9 58540305 nO�M���GGFi.: = PART DESCRIPTION MATERIAL 1 0.0 RROLL.FORM D PANEL ALUMINUM 2 STUD ANGLE.TRACK 6063-T6 03bubi_ -A lb 6 -F BUILT -OUT' TRACK 6063-T6 7 'H' HEADER TRACK 6063-T6 B CLIP SILL RACK EL 9 OPTIONAL KEY HOLE WA HER 6063-T Al-LOY 11 4-dU-ZZ, ZIVLWALK SCREWSS L SS 12 SS HH MACHINE -W A L 13 1 -20 SS HH NUT -. STAINLESS STEEL 0.13 1/4-20X3/4 ' SS STUD STUD ANGLE LAY -OUT _1 m `I 11' OC TYPICAL 11' OC 11' OC TYPICAL TYPICAL '1 0 0 I HOLE LEGEND ---Y--- iT p ANCHOR SPACING 5/16-e THRU HOLE - STUD 2' OPTRNAL LEG IIL...-_...' 2- STUD ANGLE TRACK " ALUMINUM 6063-TO 7-'H' HEADER TRACK ALUMINUM 6063 TG d : �iitfcla., R1nu .�1� MAX 3' 200 MIAMI-DADE•BCCO: v 6=1', 2', 3''F BUILT -OUT' TRACK moDUCTBIIVISBD ALUMINUM 6063-Tfi swcomP$dnyivOhthe Florida. Building Code • AcapwmoNo - Z�%•Oq BVI IonDuw Op •'�' 0.90 7,G.'tfp/�/6 M�Inm1On ro uttCbntrcl 0.0.61� 1•. 19 0 'Date:01125112 0o Scale: NA n Design by: PPMF 01 ni o Drawing.Number 0 �o 12-008 90 SHEET 8-'CLIP'SILLTRACK ALUMINUM 8063-T6 STEELACLIPSS 2 7 Of TAB2242 lue�M MAXIMUM ANCHOR SPACING ON CED(TER ',MOUNT TYPE - SHEETS 4. 5 AND 6 DESIGNED PRESSURES PRESSURES n v��Y�®��-if��Y-�OE�i�E��E�-aIF�Q7�•�il�l��[�Q�70F��E��-ilr:�t�EY�I��-l�E�®F�f�i'�E� m000fi®001I!®®©ml©©�®t7®0®©0©Dlml©0©Om®®m0®© m0i1�00®DOm©®©®!®®�©D©0 000®OfE•�00®�®0®la®0©®0©�©mL7E>4 vmmmmmmmm®®®®mmmm®mmlm�®®®ml®mmC7mm�FI!!®ml® I�mmmmmmm[1E!®®®m m®mmmmmm®®®®®mm®®mmmmm®m®!mmmmmme�mll�®n■® mI�E•_7■mmmmm®mtr'n®m®immt�tnt�®IFi�®m[>�DI®!m©Ia�l®®0©mom©If)l7 m®©v©■�©v��vdm!m©v©omA®m,mm®®mmmomm®®v®n� !mom®m®v®m®®®m 0�]m®m®m®ml®®®@I00®OmOf�mE1•®m®I®©m©®©R�El(f��®['lam, Im©©v®v©a®�omm I�o�omv®vvlm.©m©m amm®mmmmil>Irnl®®®mmmmmmm mmmmmmmmmmi�mfllt•®mmmmeim®I�im�•a®®!Q�mmmmmmE�©®mt® mmmm®mmm®®®m®mmmm�7mmm�®0@Imimmmmmmm�®�® se©e®s�ss�e�is©®ese�i�ss���is®ee®��es�e� mmmmmmmmmr®Im�m�®mmmmmmmm®amp [�Iv®o�®momml®Im®��©■En®®mr•�®m®mt® m©v©r-im©®e�mm©�mmm®mm®eQ■mm®� m0vvamv®©Im©v ®0®0'm®0©Om©®®�6>•© mmm®�®m®mmmmm�[�iF-ir:•�® ©Odom©D®�7m©� mt©m©r:�m®�mv®® L•1♦ODEY���•�QIF7■ml�®0®ilk©OF�mOd®®®®@ GIIImO®DOm©E�y®0©vlmi�©mOmR9mmt0C�0EXAMPLE- HEIGHT. B4' TYPE ' MOUNT TYPE IOA ' DISTANCE - vi70®E�®Omm4�fn0®'©©m©LF�©D®[�®PANEL �m0©ODm©®©0©vlm��mOmmmlmAOm� 0©D�r700a�!®���lvm©0�7t�m©®mOm® YllmmmmC7mmm��#0®Im®m�9mmmm©®©® �m�>m®mmm0�®0®Im�mmmmi���®0® ANCHOR TYPE SEE ANCHOR SCHEDULE •unD crucnnr r: NOTES: I- USE TABLE 2 IN CONJUNCTION WITH TABLE I 2- ANCHOR SPACING CAN BE CALULATED BY INTERPOLATION BETWEEN LOAD VALUES a TYPE DESCRIPTION EMBED. EDGE DIST fIFJ?1-• ` �^ B_ 1/4-20 MASONRY ANCHOR 14 II CALKIN'BY POWERS OR'SOL1D-SET BY ALLPOINTS A- 1/4' TAPCON BY ITW OR ULTRACDN BY ELCO 0.63 10nI ryI /� I�I�lIph ..... 'o v 14 D- TAPC- SG BY ITv C- 'BRASS WOOD BUSHING BY ALL POINTS 11 A 1/4'- TAPCONS/ ULTRACON INTO CONCRETE (=3192 PSIY 1 4' 2 1/2' Al 1/4' TAPCONS/ ULTRACDN INTO INTO CMU 1.1/4' 2 1/2' A2 1/4' TAPCONS/ ULTRACDN INTO WOOD (SG)=..55) 1 5/8' 3/4' B 1/4- 0 MASONRY ANCHORS INTO CONCRETE (FC'= 3000PSI) 7/8' 3' B1 1/4- MAS NRY ANCHORS INTO CMU 7/8' 3' C 11/4-20 WOOD BUSHING INTO WOOD (SG>=.55) 3/4' 3/4' /4'TP N INTOCONCRETE (FC' =3295 PST) /4' 1/2 CON SQ /4' 1/2- D2 1/4' TAPCON SG INTO 2X6 SOUTHERN PINE WOOD CSG>=. 55) 1 1/2' 3/4' NOTES: I- EMBEDMENT IS BEYOND WALL DRESSING. 2- USE THEN ANCHOR SCHEDULE WITH TABLE 2 3- ANCHORS D. ➢1 AND D2.REOUIRE STRUCTURAL INSPECTION MANUFACTURER: WI LLARD SHUTTER COMPANY, INC. 4420 NW 35TH COURT MIAMI, FL 33142 Tel.: (305) 633-0162 Fax.: (305) 638-8634 PRODUCT: 0.050 ALUMINUM . STORM -PANEL Engineering: +EitgC5u Jxtr CA'4116 6595 OrsnBe.Dr.201 Davie, Fi.33314 Tel:: (954) 585.0304 Fax: (954) 585-0305 * i_ AP[tA M1AMI-DADE BCCO: PRODUCT'R➢nssl) ea complyln6 with the Florlda BUUdlD3Code AceeptenceNo ZO p9 BScp ton Data -l6 sy MiaadD r nu DntrDl Date: 01/25112 Scale: NA Design by. PPMF Drawing Number 12-008 SHEET 3 of 7 - 0 , , , I. t MOUNT TYPE 1 EXISTING SELECT ANCHOR SPACING STRUCTURE AND ANCHOR TYPE AS PER TABLE 2 ON SHEET 3 MOUNT TYPE 1 1 In !^Embed. - I o 7 cs cu 0 D7 N W,Q I./4-20X1 SIDEWALK BOLT W/ WING NUT AT MID SPAN 4' GLASS I1 SEPARATION u w I"1 IdMI 1 N N W ' oa STITCH 11 11 11 • w W A B 41 Rl_FCC 1' SS CLIP SPACED AT 5 1/2' OC SELECT ANCHOR SPACING Embed, AND 'ANCHOR TYPE AS PER TABLE 2 ON SHEET 3 MOUNT TYPE 3 EXISTING STRUCTURE MOUNTTYPE3 ..._ ..�........-..•-.;o «. ....:,..<.v::n+antcs.:. "'" ' • ; : .. ...,.r, .r::ca;;..�nra-..,,e.>:;rn_ ...,: . MANUFACTURER: EXISTING WI L LARD STRUCTURE SHUTTER COMPANY, INC. 4420 NW 35TH COURT MOUNT TYPE 2 MIAMI., FL 33142 Tel(305)633-0162 EDGE DIST. Fax.: (305) 638-8634 • w PRODUCT: N . 0050 ALUMINUM o . STORM PANEL SELECT ANCHOR SPACING Eng*Meering: 3 AND ANCHOR TYPE AS PER TABLE 2 ON SHEET 3 MOUNT TYPE 2 1iL�LYiT Jizr. . II Orange Dr. 201 59555858 1/4-20XI SIDEWALK BOLT W/ WING NUT AT MID SPAN Davie, FI.33314 Te,L:(954)585-0304 Fex::(954)5§"305 FSIGA9"f;1 .--_ 4' GLASS EPARATION STITCH \t^Q�. JC.,.S�,QFQ'y N y. No. 609 11 11 11 ,p�� OF • *�� 1/4-2OX3/4 KNURLED I�� f� r STUDS W/ WINGNUTS SPACED AT 11'OC MUVNI-0ADE BCCO: 11 STUDS .2 v • SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER PRODUCrREVISBD uaomplylnawiDtlhaFTudda TABLE 2 ON SHEET 3 MOUNT TYPE 4 DulidivaCbda AaooplenealVo -Zo , oq o Sxpi WoaQata � af6 s 2 Dad not 1 1. �- .00CQ w Dale: 01/25/12 z EDGE DIST. Scale: NA' t•--I W .w Design by: PPMF ' Drawing Number 12_008 [----EDGE DIST. MOUNT TYPE 41 SHEET EXISTING NOTE, CAN BE USED AT SILL. 4 of 7 'STRUCTURE HEADER OR JAMBS. } ' MOUNT TYPE B • NOTE, CAN BE USED AT SILL, HEADER OR JAMBS. EXISTING SELECT ANCHOR SPACING STRUCTURE AND ANCHOR TYPE AS PER TABLE 2 ON SHEET 3 MOUNT TYPE 8 n �Ebed.' r 0 I I 'O N w ca 1/4-20XI SIDEWALK BOLT W/ WING NUT AT MID -SPAN 4' GLASS ] 11 EPARATION y H J W 2 a - STITCH 1._I tOb 1/4-2OX3/4 KNURLED 00 -, STUDS W/ WINGNUTS ... SPACED AT 11' OC 11 11 11 SELECT ANCHOR SPACING EXISTING AND ANCHOR TYPE AS PER 1�1 -I STRUCTURE TABLE 2 ON SHEET'3 I MOUNT TYPE 5 11 STUDS MOUNT TYPE 5 NOTE- CAN BE USED AT SILL, HEADER OR JAMBS. SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE 2 ON SHEET 3 MOUNT TYPE 7 10 0 0 I1 STITCH SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER_ TABLE 2 ON SHEET 3 MOUNT TYPE 6 a� wa -�ll--ein ' o EXIST STRUCT MANUFACTURER: TYPE 7 WI LLARD NOTEMOUNT CAN BE USED AT SILL, HEADER DR JAMBS. SHUTTER COMPANY, INC. 4420 NW 35TH COURT MIAMI, Fl- 33142 Tel.: (305) 633-0162 Fax.: (305) 638-8634 EXISTING 1l4-20X3/4 SS STRUCTURE SQR.HEAD MACHINE SCREWS W/ WINGNUTS PRODUCT: SPACED AT IV OC j 0.050 ALUMINUM ' STORM PANEL Enbea Engineering: +Eng 9v Jnr. ckelle ' -a r 5595 Orange -Dr. 201 Davle, FI.33314 Tel.* (D54) 585-0304 _ 4GLASS SEPA-o ' . i r%495 ALK� IBOLT W/ WINGWNUT AT MID SPAN��ii .p , % MIAMI-DAAAAfDWWAE BCCO: y kQDUCr BBVISDD ' ssoomplYlnaNNtthaFlorida AwIdwacDcle Zo7• 0 76 6 a tanDite c 0 0 o ... BY D et Control - 1/4-2OX3/4 SS SQR HEAD MACHINE pate:01/26/12 SCREWS W/ WINGNUTS SPACED AT 1 l' OC Scale: NA Design by. PPMF Drawing Number IM08 MOUNT TYPE 6 SHEET NOTE. CAN BE USED AT SILL, HEADER OR JAMBS. 5of7 y EXISTrNG STRUCTURE cu MOUNTTYPE9 t SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE 2 ON SHEET 3 MOUNT TYPE 9 1/4-20X3/4' HHMS W' HEX NUTS SPACED 4 AT 12'OC N ' —1 1/4-20X1 SIDEWALK BOLT W/ WING NUT AT MID SPAN 4' GLASS EXISTING' 1/4-20X3/4 KNURLED STRUCTURE STUDS W/ WINGNUTS SPACED AT Ii'OC 0 1.00 m 4 W q �-•Enbed. a I 71,14-20X3/4'*HHHS W HEX NUTS SPACED AT 12'OC SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE 2 ON SHEET 3 MOUNT TYPE 10 MOUNT TYPE 10 NOTE, CAN BE USED AT SILL, HEADER OR JAMBS. s w• " MANUFACTURER W' LLARD EXISTING MOUNTTYPEgA TRUCTURE SHUTTER COMPANY, INC. 4420 NW 35TH COURT SELECT ANCHOR SPACING AND ANCHOR TYPE AS. PER MIAMI, FL 33142 TABLE 2 ON SHEET 3 Tel.: (305) 633-0162. ' MOUNT TYPE 9A � Fax.: (305) 638-8634 i--Enbed. 4 N p ool PRODUCT: 3 -0.050 ALUMINUM WA STORM PANEL d 1/4-20X3/4' HHMS W HEX NUTS SPACED Engineering: . AT 12'GC iEng9v +1nr. CA 6595 Orange Dr.201 Davie. FI.33314 11 1/4-20X1 SIDEWALK H BOLT W/ WING NUT AT MID SPAN STITCH 4' GLASS SEPARATION STITCH • 1- STUD ANGLE CAN .BE USED REVERSED ON MOUNTS 10 AND IOA EXISTING 1/4-20X3/4 KNURLED 1/4-20X3/4.KNURLED. STRUCTURE STUDS W/ WINGNUTS STUDS W/ WINGNUTS SPACED AT 11'13C SPACED AT:l1'OC 2- 2 1.0 w a • I 1'IUCT RDVLSBD Mdvl0twl1h 1h0 Pl0rld0 • �I�••Enbed. 1. 00 4 4 Date: 01125/12 Scale: NA De5lgn by. PPMF 1/4-20X3/4' HHMS 1/4-20X3/4' HHMS W.HEX NUTS SPACED DrawingNG Number W HEX NUTS SPACED AT *12'OC AT 12'OC SELEANCHOR CT HTYPE OR PASIPER l2005' AND MOUNTTYPEIOA TABLE 2 ON SHEET 3 1 • NOTEt CAN BE USED AT MOUNT TYPE l0A SHEET SILL, ,HEADER OR JAMBS. 6 of 7 ' 4 ' DETAILA INSET CLOSURE MAX. DETAIL B n r� WALLCLOSURE 1• DETA F CORNER ANGLE EXISTING `STRUCTURE MANUFACTURER: DETAIL D W I L LAR D BUILT -OUT SHUTTER COMPANY, INC. SIDE CLOSURE �i: EXIA$IltT �r� 4420 NW 35TH COURT STRt7LlTt9k�i9 M1AMI, FL 33142 YlM$� Tel.: (305) 633-0162 ETaI ciMff1 r),�i OJfUf1 Fax.: .(305) 638-8634 WALL OVERLAP �Jnrta.7rMA' •g14A^ � J:•tij;i9Q. EXISTING 1/4— STRUCTURE MAX. PRODUCT: 125 ALUMINUM ANGLE 0:.050 ALUMINUM SIDE CLOSURE FOR STORM PANEL BUILT -OUT APPLICATION c Engineering: • � +.�ztg(aa Jrtr. 5 1/4-2OX3/4 BOLTS CA 8116 WITH WING NUTS 5596 Orange Dr. 201 1 AT 24' OC Davle, M. 33314 Tel.:.(054) 585-0304 Fax:(054)586-0305 MIN. OVERLAP = ENGCO(ApL�tOO11M1.- BUILT -OUT X 1.'S At EF M• I EN FBC 2007/2010 SECTION 2413.7, 9 %OO: 'STORM SHUTTERS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. THE * 1 MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A WALL,OR INSET SURFACE SHALL BE 1/4' (DETAILS A & B). ANY DISTANCE IN EXCESS OF 1/4' SHALL ?012:• REQUIRE END CLOSURE (DETAILS D tC E) OR SHUTTER OVERLAP (DETAIL G); WHERE APPLICABLE. SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE - �•••., p��M:•��i,,t CLEARANCE DETVEEN THE SHUTTER AND WALL.' F,'SQM�FfsudGK� rtt , DETAIL E MIAMI-DADE BCCO: INSET EXTENDED CLOSURE EXISTING `STRUCTURE PRonV41agiththo / u WmplylegtvlN the Ftorlda BundingCodo Aooiptance No � f 2 0 . o SKp mD�to o /6 125 ALUMINUM ANGLE SIDE CLOSURE FOR Mlrtil Da r oet CouVol TRAP APPLICATION 1- ' DETAILA INSET CLOSURE MAX. DETAIL B n r� WALLCLOSURE 1• DETA F CORNER ANGLE EXISTING `STRUCTURE MANUFACTURER: DETAIL D W I L LAR D BUILT -OUT SHUTTER COMPANY, INC. SIDE CLOSURE �i: EXIA$IltT �r� 4420 NW 35TH COURT STRt7LlTt9k�i9 M1AMI, FL 33142 YlM$� Tel.: (305) 633-0162 ETaI ciMff1 r),�i OJfUf1 Fax.: .(305) 638-8634 WALL OVERLAP �Jnrta.7rMA' •g14A^ � J:•tij;i9Q. EXISTING 1/4— STRUCTURE MAX. PRODUCT: 125 ALUMINUM ANGLE 0:.050 ALUMINUM SIDE CLOSURE FOR STORM PANEL BUILT -OUT APPLICATION c Engineering: • � +.�ztg(aa Jrtr. 5 1/4-2OX3/4 BOLTS CA 8116 WITH WING NUTS 5596 Orange Dr. 201 1 AT 24' OC Davle, M. 33314 Tel.:.(054) 585-0304 Fax:(054)586-0305 MIN. OVERLAP = ENGCO(ApL�tOO11M1.- BUILT -OUT X 1.'S At EF M• I EN FBC 2007/2010 SECTION 2413.7, 9 %OO: 'STORM SHUTTERS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. THE * 1 MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A WALL,OR INSET SURFACE SHALL BE 1/4' (DETAILS A & B). ANY DISTANCE IN EXCESS OF 1/4' SHALL ?012:• REQUIRE END CLOSURE (DETAILS D tC E) OR SHUTTER OVERLAP (DETAIL G); WHERE APPLICABLE. SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE - �•••., p��M:•��i,,t CLEARANCE DETVEEN THE SHUTTER AND WALL.' F,'SQM�FfsudGK� rtt , DETAIL E MIAMI-DADE BCCO: INSET EXTENDED CLOSURE EXISTING `STRUCTURE PRonV41agiththo / u WmplylegtvlN the Ftorlda BundingCodo Aooiptance No � f 2 0 . o SKp mD�to o /6 125 ALUMINUM ANGLE SIDE CLOSURE FOR Mlrtil Da r oet CouVol TRAP APPLICATION 1- 4 �NGL ' I/4-20X3/4 BOLTS WITH. WING -NUTS AT 24' UC 1/8- 6063-T4 ALUMINUM CORNER ANGLE 1/4' Dale: 01125/12 MAX. Scale: NA Design by: PPMF Drawing Number 12-008 1 - 1/4-20X3/4 BOLTS SHEET WITH 24' OOC NUTS AT7 0f 7 F� JELD-WEN DOOR INSTALLATION DETAILS CONTOURS PREMIUM STEEL WOOD EDGE HALF LITE NON -IMPACT 3'-0" X 6'-8" OUTSWING GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO TAS 202-94. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL HAVE A MINIMUM Fc OF 3000psi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 4. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN BELOW. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT #JII106 (INSTALLATION INSTRUCTIONS FOR PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN ITEM WEBSITE: JELD-WEN. COMILEARNIRESOURCESHNSTALLATION & FINISHING1.. 1 NON -COI 6. FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 2 2x WOOL TABLE 1 SIZE QUALIFIES: NON -IMPACT PANEL WIDTH = 36" 6'-8" TALL SYSTEMS: (X) IOUTSWING POSITIVE + 55"T, NEGATIVE - 55 *OUTSWING PRODUCT MEETS WATER INFILTRATION REQUIREMENT AT DP55 COMPONENT LIST 3 1x WOOD SUB BUCK (GRADE 2 SOUTHERN YELLOW 7. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, SHEET 1. 4 #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMI 8. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP. EXAMPLE: 3/16"� J 37 1/2" MAX. O.A. FRAME TYP. n19 5/8" MAX. D.L.O. p WIDTH �o O Z 77 a c') 10 o m Z io O i HALF VENT LITE 3-0 X 6-8 ELEVATION OUTSWING SINGLE (X) WOOD STEEL 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 8 4 9 X 314" PHILLIPS FLATHEAD WOOD SCREW STEEL 21 9 3/4" O.A. HALF VENT LITE POLYPROPYLENE FRAME ODL #7991 GLASS I 1 J 2 1/8" ^ 1 1/8" TEMPERED 1/2" GLASS BITE GLASS INTERIOR SIDE 9 / 3/4°MAX. T ._ T 1 3/4" 0.509" AIR ODL REDISEAL FOAM GASKET ODL VENT LITE FRAME GLAZING DETAIL SHEET INDEX SHEET # DESCRIPTION 1 GENERAL NOTES, B.O.M., ELEVATIONS & ANCHOR LOCATIONS 2 OUTSWING INSTALLATION IN WOOD 3 OUTSWING INSTALLATION IN MASONRY/CONCRETE SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED _ 37 1/2" O.A. ,/--- 6" mil_ d r q I H"TYP. 1 T W 1 N 6' TYP. w FF LL q o .T— m 17" O.C. TYP. z L 0 3-0 X 6-8 OUTSWING (16) ANCHOR LOCATIONS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2013.02.28 18:48:18-05'00' � o O v 0) 0) o 2! A m can N odCN CD 0.0 Co Co O J ci A co cc t c x IG c') cc a LL s" Y z O O Z g Z a FQ- � oi5 O O 0 O Q O X al lL O J w LLI t L9 J En Z w w O Z H O ¢ Q Z) Z O c O LLI of U OfW a o_ C7 1urlu►►► g F. O ii�. 7 •%: O * • :^* ' Eq EF1 IU 7 �� 398 D/�ACiI i ACH _ I<1(tS1 .338 =L.� 04 FBPE CER MVIAUtNO. 29578 z DATE: 02/20/2013 SCALE: NONE DWG. BY:G.LUBBECKE CHK. BY: S.SAFFELL DRAWINGNO.: A009078 SHEET 1 of INTERIOR CONCRETE/ OPTIONAL 1" MIN. 1" MIN.LBH E/ 1" MIN. 1" MIN. MASONRY WOOD 1" MIN.Y 1 1/4" BOTTOM RS 1' MIN. BY OTHERS I RAIL 1" MIN. MIN. V MIN. TYP• 1 1/4" MIN. INTERIOR I f-� EMBED EMBED / �11 j I • t ►' I.= L _ .•'• o 2 ' .'• EXTERIOR 3 T N o ° 11/4"�o`w�5 s MIN.1" MIN 1"MIN�1 • EMB. M/� /„ii EXTERIOR � co 1/4" MAX. EXTERIOR SHIM SEE NOTE #8 • SHEET 1 OUTSWING SINGLE (X) UNIT VERTICAL CROSS SECTION HEAD JAMB 1 OUTSWING SINGLE (X) UNIT VERTICAL CROSS SECTION SILL INTERIOR SHIM SEE NOTE #8 OUTSWING SINGLE (X) UNIT ON SHEET 1 VERTICAL CROSS SECTION OPTIONAL 1" BUCK k n m d LL i Y CONCRETE/ z0 Lu MASONRY 3 1 0 t BY OTHERS g Z z EXTERIOR o 0 ' • '~ \ 0 o op 0 5 1" MIN. \ o x 2: 1 !' 1" MIN. :.: \ � w M H • • •.. �� . INTERIOR :• z o m W g 1" MIN. \\\\ SEE ITEM #8 Op o :e. 1" MIN. .. ON SHEET 1 I/4" MAX. j 0 � 0 U o � � �1 i� a a • SHIM m MIN. EMBED OUTSWING SINGLE (X) UNIT 1 2 7 EXTERIOR 1 1/4" MIN. HORIZONTAL CROSS SECTION :'"•; ' / O OPTIONAL 1 BUCK .' EMBED 1„ MIN. 1" MIN. '• 5 2 1 1" MIN. s : \ % : 1" MIN. MIN. EXTERIOR 1" � a• •• \• INTERIOR ] ' V MIN. \� SEE NOTE #8 5 %// 1" MIN.1" IN. as \ SEE NOTE #8 1" MIN. : ON SHEET 1 • • \. ON SHEET 1 1 5 1/4" MAX. MIN. a \• \ tttttiirr 1/S MAX. SHIM I 1 1/4" MIN. 1" MIN. ' ° \ \ `�O DES F. 1 1/4" MIN. I SHIM �1 EMBED. ' \\ �`� (vim EMBED. FFY��� OUTSWING SINGLE (X) UNIT HORIZONTAL CROSS SECTION 4" MAX. _ SHIM _ * 'o NOTES: T T OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS CONCRETE/MASONRY 1 1/2" MIN 4 INTERIOR � � MINIMUM EMBEDMENT IS ACHIEVED. BY OTHERS EMBED ITEM #6, (#10 X 2") ONE SCREW TO BE INSTALLED IN EACH HINGE, CLOSEST To WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398 DAf�:(il� A SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD OR JAMB DA (Ar r FBPE CERT. fl t�CfTI 3'p DATE: 02/20/2013 : SCALE: NONE DwG. BY: G.LUBBECKE CHK. BY: S.SAFFELL DRAWING NO.: 338 A009078 04 NO.29578 1 SHEET 3 OF 3 4 1 2 1" MIN. OPTIONAL 1" MIN. 1 .a 4 _ WOOD 1;0 2 INTERIOR --` B �oM j/ Do1 1/2" MIN. r I � /f aoEMB.°EXTERIOR �=�n n x 1 1/2" MIN. 2 `n° co nLL 1/4" EMBED. Y INTERIOR MAX. SHIM EXTERIOR 1" MIN SEE NOTE#8 1" MIN ON SHEET 1 OUTSWING SINGLE (X) UNIT o VERTICAL CROSS SECTION g z OUTSWING SINGLE (X) UNIT SILL a o r VERTICAL CROSS SECTION z 3 HEAD JAMB o 0 z 0 x 0J p W M J g �O X 1 Z w H co 7 H A, 4X Z o 0 / O 0 Ir U Q HINGE DETAIL a a 3 REQ'D } EXTERIOR m 2 1 1 2 6 3 NOTES: >FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR Z O 1X BUCK CONCRETEIMASONRY OPENINGS, SEE SHEET 3 O \ / OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION to ll>OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS 2>u 1" MIN. ACHIEVED. �1" MIN. \• % 4 1 2 ITEM #6, (#10 X 2') ONE SCREW TO BE INSTALLED IN EACH HINGE, CLOSEST TO Ld WEATHERSTRIP. _ Q� ®AT SILL, PLACE ANCHOR IN SILL BASE M T OR 1" MIN, �\ J � V MIN. MAXIMUM SUPPORT. `� �s F. O ���i' Z �� SEE NOTE #8 �� �`� Q� •" �` �� � ((� • .� DATE: 02/20/2013 4 1 ON SHEET 1 •� • ; O 7 SCALE: NONE 1/4" MAX. 1/4" MAX. INTERIOR - * , : yE _ DWG.BY:G.LUBBECKE 1 1/2" MIN. SHIM SHIM :I RJN ! EROZ CHK.BY. S.SAFFELL 1 1/2' MIN. S7 ` DRAWING NO.: EMBED. OUTSWING SINGLE (X) UNIT EMBED. 39e DpjlSaj Ael+et'ti �i`33B A009078 HORIZONTAL CROSS SECTION DAnfi , eLE-ras FBPE CERV �1°.29578 SHEET 2 of 3 .Florda Building Code Online Page 1 of 3 � r� '� x y�r .: Y5 x � " '��41' `r 4. �',� `` L i}hj�'*, �, .�r ru � c •!j� �,, SAY Y t �' 3, •. � A/Yl i � T. y` ■Yi ff BCIS Sit M If k - Search =f? { BCIS Home Log In ; User Registration = Hot Topics Submit Surcharge Stabs & Facts Publications FBC —a a ap n s Businesg �, 01, Profassibnal Product Approval L USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12769-R2 ,� �r�a-rrr i � , � i` Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Janet Gerard fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com . Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard ASTM E330 ASTM E331 TAS202 Equivalence of Product Standards Certified By FIL't��'COPY Year 2002 2000 1994 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsmFBcODh9X... 12/28/2014 -.116rida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 03/07/2013 Date Validated 03/07/2013 Date Pending FBC Approval Date Approved 03/14/2013 (Jummdry VI f1uwu- Model, Number or Name Description 9.1 Contour Premium Steel Wood 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door r Edge Glazed Door System with and without Sidelites stsof Use Certification Agency Certificate FL12769 R2 C CAC N1009887-R2.pdf roved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +55/-55 03/31/2017 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, XX, OXX/XXO, and OXXO Configurations Per Installation FL12769 R2 II A008730 SS. pdf Verified By: Hermes F. Norero Florida PE No. 73778 Instructions. Since product does not meet water Created by Independent Third Party: Yes infiltration requirement for HVHZ, it must be Installed per Evaluation Reports overhead requirements as Identified in Sec. 4410.2.3.2 FL12769 R2 AE PER2292 SS.odf of the Florida RBC. Created by Independent Third Party: Yes 12769.2 Contour Premium Steel Wood 12' 0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door Edge Glazed Door System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL12769 R2 C CAC N1009887 R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +66/-66 O3/31/2017 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R2 11 A008730 SS.ndf XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Created by Independent Third Party: Yes Since product does not meet water Infiltration requirement for HVHZ, it must be Installed per overhead Evaluation Reports FL12769 R2 AE PER2292 SS.pdf requirements as identified in Sec. 4410.2.3.2 of the Created by Independent Third Party: Yes Florida RBC. 12769.3 Contour Premium Steel Wood 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Outswing Door Edge Glazed Door System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL 12769 R2 C CAC N1009887-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +55/-55 03/31/2017 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R2 fI A008731 SS.pdF XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions. Since product does not meet water Created by Independent Third Party: Yes infiltration requirement for HVHZ, it must be Installed per Evaluation Reports overhead requirements as identified in Sec. 4410.2.3.2 FL12769 R2 AE PER2293 SS.pdf of the Florida RBC. Created by Independent Third Party: Yes 12769.4 Contour Premium Steel Wood 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Outswing Door Edge Glazed Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Ye7Ye Approved for use outside HVH FL12769 R2 C CAC NI0o9887-R2.odF Quality Assurance Contract Expiration Date 11 Impact Resistant: No Design Pressure: +66/-66 03/31/2017 Installation Instructions Other: Product Can Be Installed X/XO, OXO, OXX/XXO, and OXXO Configurations Per nstallation FL12769 R2 II A008731SS.pdXX, Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Created by Independent Third Party: Yes Since product does not meet water infiltration requirement for HVHZ, it must be Installed per overhead Evaluation Reports FL12769 R2 AE PER2293 SS.p_df requirements as Identified in Sec. 4410.2.3.2 of the Created by Independent Third Party: Yes Florida RBC. - Contour Premium Steel Wood 3-0 x 6-8, X, Single Out Swing Door with Vent Lite, F %L'.. Edge Glazed Door meets water Infiltration Limits of Use cation Agency Certificate 69 R2 C CAC Ni�J17489.pdApproved Approved for use in HVHZ: Yes FZL�l for use outside HVHZ: Yes y Assurance Contract Expiration Date ImpactResistant: No /2017 D&EWPressure: +55/-55 Installation Instructions R2 II A009078 SS. df e � ater ati qui e Vs:IFL12769 Ot JoL httn://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9X... 12/28/2014 Florida Building Code Online Page 3 of 3 HZ Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R2 AE PER2333 SS.odf Created by Independent Third Party: Yes flack NeHt Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida. ;: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eChecl, M sccurity.n rulmaw - n http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9X... 12/28/2014 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011489 DATE: 03/06/2013 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 To verify that the "Notice of Product Certification' is valid, please visit www.NAMICeitification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contours Premium Steel Wood 3737 Lakeport Boulevard Edge with Half Vent Lite (ODL 799)" Klamath Falls, OR 97601 Steel Glazed Side Hinged Door Configuration: X Glazing: Insulating Glass (Tempered) Frame: W-953mm(37.50") H-2052mm(80.75") Panel: W-909mm(35.75") H-2013mm(79.25") DLO: W-499mm(19.63 ") H-397mm(15.63 ") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: 2634 Pa (55 psi) Negative, Design Pressure: 2634 Pa (55 psf) Water Penetration Resistance Test Pressure: 396 Pa (8.25 pst) Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3857-1/A009078 Expiration Date: January 31, 2017 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124' Fax: (804) 684-5122 BUILDING DROPS (, A Perfect Solution in Every Drop '�yr� Certificate of Authorization: 29578 01( Manufacturer: JELD-WEN, Inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies FL#: Date: 02/25/2013 Report No: 2333 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Contours Premium Steel Wood Edge Half Lite Non -Impact Outswing Door (Non -Impact) 3'-0" x 6'-8" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Cqmmission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions A009078, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A009078 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A009078 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 6 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 02/25/2013 Report No: 2333 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 202-94 Referenced Data: Reports to qualify use of 25 Ga. Steel bottom rail: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3857-1, Report Date: 01/08/2013 Reports to qualify use of 1.688" x 1" wood bottom rail: 3. Product Testing performed by Certified Testing Laboratories, Inc. (FBC Organization # TST1577) Report #: CTLA718W, Report Date: 11/18/2001 The use of either the 25 Ga. Steel or wood bottom rail is permitted for use with steel door at the design pressures listed herein. 4. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 6. Component Material Testing of ODL HP Polypropylene (Spartech PP5330-C13 & BASF HP -Pro) by Testing Evaluation Laboratories, Inc. ASTM D 1929-96, ASTM D 2843-99, ASTM 635-03, ASTM G26-95 & ASTM D 638-03 Report #: TEL 013110297-A,B,C,&D Report Date: 12/01/2010 Report #: TEL 013110299-A,B,C,&D Report Date: 12/01/2010 F Hermes F. Norero, P.E. IL t�5'.7 Cop y Florida No. 73778 ■ BUILDING DROPS FL#: u Date: 02/25/2013 A Perfect Solution in Every Drop Report No: 2333 Certificate of Authorization: 29578 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the 2010 Florida Building Code. Jeld-Wen, Inc. has tested their products to the following test standard edition(s): 1) ASTM D635-03 2) ASTM D1929-96 3) ASTM E84-08 4) ASTM G26-95 0 Chapter 35 of the 2010 Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM D635-06 2) ASTM D1929-96(00)e01 3) ASTM E84-07 4) ASTM G155-05a After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the 2010 FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 6 BUILDING DROPS FILM Date: 02/25/2013 " A Perfect Solution in Every Drop Report No: 2333 y Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve.a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" . diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. _ Refer to Installation Instructions (A009078) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 55 PSF Negative 55 PSF d-' FIL.E C;0PY Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 6 398 East Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com 1,6;���adIlt9a>D�;a:�l<a�� l Of JELD-WEN, inc. Contours Premium Steel Wood Edge Half Lite Outswing Door for Florida Product Approval Report No. 2333 Florida Building Code 2010 Per Rule 9N-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification). Exterior Door Assembly Swinging Exterior Door Assemblies Contours Premium Steel Wood Edge Half Lite Non -Impact Outswing Door Wood/24 Ga. Steel 3'-0" x 6'-8" Prepared For: ,9 EH�-W EN, i ne. 3737 Lakeport Blvd. Klamath Falls, OR. 97001 Prepared by: Hermes F. Noreiro, P.E. Florida Professional Engineer # 73778 Date: 02/25/2013 Contents: Evaluation Report Pages 1 — 5 Installation Details Page 6 F. O,Q�i�i o. 7 = -0 _ IASS/0NAL E�v��'S D igita ly signed by Hermes F Norero, P.E. 11 �*% Reason: I am approving this document Herrn&1Y �I A1* P.E. Date: 2013.02.28 1'8:49:10-05'00' Florida No. 73778