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HomeMy WebLinkAboutProduct Approval (2) PRE.PAP.f n AY. INSIALLAII(IN N(T;ES: L ON[.II)IN'0AILAI ION ANCHOR IS REQUIRED AT TACH ANCHOR LOCA[ION SHOWN. I ]. SHIM AS FIT CTUIRF.D AF EACH INSTAL I ATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SEAM STACK 10 BE 1/4 INCH.SHIM WHERE SPACE OF 1/I6,INCH Oli GRLAIFR OCCURS.SHIM(S)SHALL.DT'. CONSfRUCTF OOF HIGH DENSITY PIASITC OR REI;ER. unv Inrora.,l,1,,v„w. 1. MFNIMUNI ENIBP.DMENI ANDC.DGC DISTANCE EXCLUDE WALL FINISHES,INCLUDING But NUT LIMITED 10 STUCCO,FOAM,BRICK VfN I I It,AND SIDING, 4, INSIALIA110NANCHORS AND ASSOCIATED HARDWARE MIISI RF MADE OF CORROSION RESISTANT MAIERIAI - 01111AVL A CORROSION HI.MSTANI COMING,AND SHALT ISI:INSIALLPD IN ACCORDANCE WITH ANCHOR2^„ $ BLE 74"MAX.0 A.l'YIUTH C.., MANUFACTUREK'S INSTALIAIION INSTRUCTIONS KATY. O F— rOy �L S. FOR HOLLOW'OLOCK AND GIIUUI HLLLD BLOCK,DO NOT INSIAIl.IN51<.L.IAtIOTJ ANCHORS INTO R10Rif,R 1121,IYI. O¢ O JO NIS.EDGE DISTANCE IS MEASURED FKGA FREE EDGE OF R!OCK OR FD(FOF TAORTAPOiNT INTO FfCF 3"TYP. 3"TYP. Z o3 71 ,H1111.1, SHELL OF BLOCK. O G11 G2 Omy z ^�T_ G. FOR 7%STUD CONSIRUCHON,ANCHORING OF THESE PRODUCTS SHALL BE THC SAME AS FOR 2x BUCK © ® z Q. ' CONCRFTE/MASONRY CONSTRUCTION. r O{ pq ~ 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERE IN ANI+BASE 0 ON SUBSI HAZY.MATERIALS WITH THE' Z. I O FOLLOWING PROPERTIES: ` zZ >_ 4: A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 'I� B. CONCREIL MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. - w C.G'ROUT•FIlUDCT+ill-UNIT STRENGTH CONFORMS TOASTM C-90 WITH MINIMUM COMPRESSNC STRENGTII ��— ,n - Cl Q OF 2000 PSI AND GROOT CONFORMS TOASTM C47G,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 = a; PSL °' t ~ ~ U T. ❑.H01..LOW RLOCKCMII-UNIT SIRFNGTH CONFORMS'TO ASTM C90 WITH MINIMUM COMPRESSIVE STRENGTH O1 : OF 2000 PSL 3Z Z 6 a Q �. 3. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUI HE MEN IS,INCL TIDING ANCHOR 5 0 O = LOCATIONS,EDGE DISTANCES,EFA BEDMENTS,AND SHIM SPACING. 0 z REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR)AMR AS LONG AS MINIMUTd Add Multi-Pt.Option GL (19714 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE IN TIV ACT E 6'8'DOORS 810"DOORS 3"TYP. ANCHOR MIN. MIN.EDGE AD OF 0OF D2 ,nrx.�m�w�arwu�u� io n' ANC14ORTYPE SUBSTRATE MAX.O.C. MAX.O.C. IYV, r.". o Fvruunx.vai,.orwro.rtm• SIZE EMBEDMENT DISTANCE ANCHORS AT ANCHORS AT 1� +•inun:.wo n�.�v SPACING AT SPACING AT CLUSTERSHEADISILL HEADTSELL Ill I1f IAMBS CLUSTERS 1AM85 CLUSTERS TYP.ANCHOR LAYOUT tStiT3 hJJ4 __... ---_--_-- I - z ea•one o•oua,xurnrc `SS r,�s , zX WOOD BUCK x �C -' WOODSCREW, AID 1-IJ'3" 314" 17-112" 4 17-U4" 4 j,'; I- o1sFHANiwG :'�\L �S:'' Pp ITW TAPCON 3/16" CONCRT.IF/CNIO 1.1/4" 2-1/2" 17.1/2• 4 17-1/T' 4 NOTE: No!,T, 77f�'''-'. INACTIVE AND ACTIVE DOOR PANEL. 1-3/R CON(:. I ORIENTATION IS INTE-IIC.HANGEABLE. % "D !—"STATE OF ELCO ULTKl.CON 1/4" CONCPE:IE/CMU 1" 17-1/1' 4 17-1,74" 4 ITW InPCON 3116" CUN(AF It/EMIT 1.1i4" 1' I1 5 8` & 14-?8° 6 'i!�`''C�•rb•(nwi' C',=z I ! 3i,S�wfSzlr; i` PrJ1'1'N141L��,,,. SCREW C2 1-STRIKE PIAIF. E2 KOPPE 019G5010 2-08 X 3"P"I F2 NOTE' $CREW I-STRIKE PLATE I-IOPA 1IIAGA' —1-STRIKE:PIAU INSERT PLUG HOPPE u20'J8745 S'tftIY.F P1Aii ItOPPF:a 1965040 INID RED OF SILRON --2-e8%T"PI T1 DATE: 02.05 14 a aAw DETAIL F2 / �--.,' scrovs DETAIL C2 ` TYP ASTRAGAL( I \ UF!IMlt2 DWG. Y: CHK. v J FYP—AS—TR AL /t MULTf-POINT IIET AL2 1YP.TOP ASTRAGAL/ GL/TJMpI SS�MSS INSOCI PLUG WITH STRIKE LOCATION TYP.TOP 'TRAGAL MULTIPOINT STRIKE SCALE: 'yTs DETAIL.LIZ I IiUnom SHOOT u9x 2172-PCH MULTI-POINT ONLY ST FPIATE o IT LOCA ZION TRAGAL.ONLY INSERT PLUG NOLF IN5EN T PLUIi PDI SCREWS STRIKEL.00ATION IAC TUN R DwG. A010863A INSWING ONLY 4n9%]1/1"PHI ,_^_� 117%71/2"PfH M STD.REINFORCEMENT PIAIC (IN,Al.1,IN 511.ICONF RFD ( ) DETAIL.C2 1-ASIRAGAL(NIIY PLN MALW5 SCRE;W`, 51iFE-�f: OFf3 UN0TI3 RUNFORCENF.NI PLA It.1 STRAGAL ONLYST'RIKE 5TRIXP PLVT PLATE FROM rA\INSWING SILL SECTION VIEW HARDWARE KIT (-DIOUTSWING SILL SECTION VIEWE—G HEAD SECTION VIEW stl oeiw azoauaeuvr sr.—"rz on n.— \2 mswlaos�row.Ws.rw.Nr_ Pill PART 1)HY' .y,.- (2 MAX.01WI01Hi Bl11L)INCDROPS,INC. 1E' I N uGSt S & I) O 1) IZ ..;iaR:r..•n.z.,r„xm, DESIGN PRD/SMOOTH PRO j NDN-IMPACT z o< w FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 6 i2 (e _ o> i �—� 0 c".,W INACFIVE O® ACTIVE 0 < a s h i C) Z w E'1 lJ IY X �HC) z •^Lu GENERALNOIES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH]Fit.CURRENT-FLORIDA - 4 C) Q BUILDING CCD((FOC),INCLUDING HVHZ AND HAS BEEN EVALUAIt:U ACCORDING TO INE FOLLOWING: 2 7 W z 'Z TAS 202-94 `a V. Imo: Vi - 2. ADEQUACY OF THE EXISTING STRUCTLIN1s.1 CONCRETE/MASONRY OR 2X FRAMING AS!.MAIN 1MIND FORCE: CI 4� RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLICD PRODUCT LOADS TO THE U ( < FOUNDATION IS THE RESPONSIBILITY OK THE ENGINEER Oil ARCHITECT'OF RECORD FOR THE PROJECT OF 1 TYP.ELEVATION I^ INSTALLATION s'.r lwwRceatt n' IN a W: 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDI(IONS FOR d "� A SPECIFIC SITE IF SITE.CONDITIONS CAUSE.INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHAD.PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ^ ~ DOCUMENT. REMARKS BY DATE 4. APPROVED IM?ACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT dd M01ti-Pt.Option GL y19j14 RESISTANCE. _._„.. S. 6-PANEI. DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDIHONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIHED. 5 6, N(TIE: AFCO H-492 SILL MEETS VJATEIi INFILTRAIION AT WATER TEST PRES.5URE.(WTP)OF 9.0 PSF,REMAINING SILLS NOT RATED FON WNLR INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL.BE USED WHEN INSTALLED AT LOCATION PROTECTED BY u+ I cQi cn a OVERHANG SUCH THAT OVERHANG(MB RATIO=OH LENGTH a OH HEIGHT 152 LO m a6 `t,1LU 111111 z LL INACTIVE ACTIVE z ```��S��S F NO rl��,' Ncr./75377Ij . TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION [ TYP.ELEVATION 2 7igh^1Iy al9oed by Hermon r.N.-.,PE, a'a•onasww.n fkasuira am anproain9 this Cncunlcnl I A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GEN ERAL NO TES jaws 2014.0IA609:50,W-0 FRO' A 'TYPICAL ANCHOR LAYOUTS AND NO FES NOTE: INACTIVE AND ACTIVEi.DOOR PANEL GATE: 02.05.14 3 OPTIONAL 7X RUCK ANCHORING DETAILS ORIENTATION IS INTERCHANGEABLE. D�W^'G.(gY: CIiK.E mss rt 4 - VE:RTICALASSE.MBLIES MAX.OVERALL SIZE DESIGN PRESSURE(PSF) `VISs MISSILE SCALE.: NTS 5 - HOHIYUNTAL ASSEMBLIES - CONFIGURATION INSWING OUTSWING IMPACT 6 - WOOD SUBSTBIIFLS WIDTH HEIGHT WIPOS. NEG. RATING DWG.it;A010863A 7 CONCRETE.SUBSTRATES XX 6'0.” 6'.8" 60• CO 60• 60 .NON4MPAC'i SIiPET. OFF — 7 A COMPONENTS&BILL OF MATERIAL: `u 5U" SO •7 'SEE GENERAL NOTE.6,SHEF:'T I,FOR WATER INFILTRATION APPROVED SILLS, .ib PHtrrda 11 m BILLOF MAILRIALS / ITEbm^ DESCRL•"TION MATERIAL HOPPE MULT-POINT LOCK I � 1 PINGL R JOIN I E U PINI 17 L�.J GI.IfLDING DROPS,INC. SOLID WINE .. u. I FRAME IIGADIiAtdltS _AMINATED VENEER LUMBER ern r.>•a n.ud.,i;I,„��.•�,. COMPOSITC ASTRAGAL,CNDl1RA ULTIMATE HURRICANC 2 Ii00J-15 ALUMINUM (SEF HEFT!FOR HARDWARE AND FASTENING DETAILS) )fu Q 3 (.MOT USED) �IIIIIIiIIJII— w :�w � F mfr I ENUURA Zf.IL4555F FHR,ESHOLD a Q a r m T W LL'ti AFCO:-2297 FHRF.SHO;C (NOF Iwo) O O 7 AFCO H-497 THRESHO.D J M 5 O m R WEATHERSTRIP URETHANE FOAM& ® q 0 p POLYFTHYLCNF 2 z .•-.. 9 NDN COMPRESSION SHIM(0.)5°MAX.THK.) COMPOSITE `U' O Q (����-�} W 30 1X UJOOU(S.G.MUST BE.0.5508 WATER) 'WOOD _ 'ICIG 'UI1:/ rly. 7 Z 11. SX WOOD(S,G.MUST ell0.s5 OR GREAFEP.) WOODc. ®oO Z 12 410 WOOD IN57ALLATION SCREW W/11/2'MIN.EMBEDMENT STEEL ^! 1 d u' m a. O �o 13 CDNC./CMH ANCHOR(SEE ANCHOR TABLE SHEFTS 2&3) 9 0 1.1 BUTT HINGF(SEE SCHEDULE SHEEF 5) - r U 15 KWIK5ET LOCK SERIES COU STEEL a REMARKS D'( DATE 18 KVIWSET DEADBOLT SERIES 780 STEELI Add Multi-Pt.Option GL 6/19/14 HOPPE MULE-0OINT HARDWARE HLS90110 17 (SEE SHEET 2 FOP,HARDWARE AND FASTENING DETAILS) STEEL �SSS_A�,S F EfvO 2�I F,—] Ll NT3.7 -7� s r/iIEOF- :� X FRAME HEAD/JAMBS O ENDURA ASTRAGAL O ENDURA ZAIL4565F THRESHOLD O AFCO 1-2297 THRESHOLD O AFCO H-497 THRESHOLD VARIES,SEE BOM ABOVE ALUMINUM I o.De' 7-1 DATE: 02.05__14 DW(Ci/f CHK BY; G1M SSMSS SCALE. NTS _ 4.12' A010863A DWG,II; SHEET: OF 8 8 398 East Dania Beach Blvd. E131UILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954-399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Of JELD-WEN, inc. Design Pro / Smooth Pro Non-Impact For use in the High Velocity Hurricane Zone (HVHZ) fo r Florida Product Approval Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Non-linpact For use in the Nigh Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 6'-0"X 6'-8"(Nominal) C-0"XV-0" (Nominal) Prepared For: [tilt// 0 .'_7377�/ Prepared by: V, STA/E Or -)3 Qj 0 0*0 Florida Professional Engineer It 73778 *.......... Date: 04/01/2015 6�3 0 Contents: /ONAU�� ',:� Evaluation Report Pages I --5 11 11"NO Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date:2015.04.02 11:35:18-04'00' BUILDING DROPS A Perfect Solution in Every Drop Date: 0 4/01/2015 Certificate of Authorization:29578 Report N0o:: 474 3 3474 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) Product Name: Design Pro j Smooth Pro Non-Impact For use in the High Velocity Hurricane Zone(HVHZ) 6'-0"X 6'-8"(Nominal) 6'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for 1ELD-WEN inc. based on Method 1d of the Florida Department of Business and Professional Regulation-Florida Building Commission. 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 current Florida Building Code. See Installation Instructions A010863,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current 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 current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010863 require further engineering analysis by a licensed engineer or registered architect. - 5. See Installation Instructions A010863 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 04/01/2015 - Certificate of Authorization:29578 Report No: 3474 Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through (National Accreditation&Management Institute (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: ® TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report# Report Date. N CTL-210-3916-01 08/30/13 SJ W 2013-19 6-TAS 09/13/13 SJ W2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 SJW2013-229 11/26/13 SJ W2013-232 11/26/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 SJW2013-194 w/addendum 06/10/14 NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-073 06/26/14 SJ W2014-077 06/27/14 SJ W2014-072 06/27/14 SJ W 2014-080 07/03/14 2, Quality Assurance Entity National Accreditation& Management Institute (FBC Organization#QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date:03/13/09 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 Ilk BUILDING DROPS Date. 04/01/2015 A Perfect Solution in Every Drop Report No: 3474 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate(Min. S.G.=0.55), use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into B. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed, use or l"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010863)for anchor spacing and more details of the installation requirements. Design Pressure: 1 MAX. OVERALL SIZE DESIGN PRESSURE (PSF) f�( MISSILE CONFIGURATION INSWING ©UTSWING IMPACT f WIDTH E HEIGHTRATINGf k f�os. II:. � G. OS, 1111LC;. t 30 '�0 S;1 i�JC? i'•IN ti i Hermes F. Norero, P.E. Florida No, 73778 Page 5 of 5 BUILDING DROPS Date: 04/01/2015 A Perfect Solution in Every Drop Report No: 3474 Certificate of Authorization:29578 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10,ASTM D638-10,ASTM D1929-12,ASTM D2843-10,ASTM G155-05 Report#: ESP010982P Report Date:02/26/13 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 current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 5) ASTM D2843-10 6) ASTM G155-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 2) ASTM D635-06 3) ASTM D638-03 4) ASTM D1929-96 (2000)e01 5) ASTM D2843-99(2004) e01 6) 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 current Florida Building Code. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5