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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online - ] T< Flo7'6 Bus BCIS Home 1 Login ! User Registradon I Hot Toples 1 Submit Surcharge Stats & Facts Publications I FBC Staff I BCIS Site Map Unks I Search :::` Product Approval ar5 d USER: Public User IProNirt Approval Menu > Proet ,tor Aoollcatlon Search > Application List > Application Detail 4u, lU j apnj -18 FL tt FL16708-R4 %8 Application Type Revision /'7lVIVV `JJIJJ Code Version 2014 IV cl Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@Jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@]eld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 custamersemiceagents@Jeld-wen. cam Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norem, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date O1101/2018 Validated By Locke Bowden El Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R4 COI COI 3W SS 2015-04-27.odf Referenced Standard and Year (of Standard) Standard Yea.! TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards http://wmiv.Ooridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvtDquBobl%2f1Zm6TudWOg6cFUIG6KCFGtgnSaXVVWN87y3XZg%3d%3d[7/14/2015 1:34:03 PM] Florida Building Code Online Certified By Sections from the Code Product Approval Method Date Submitted _ are Validated Date Pending FBC Approval Date Approved Pro / Smooth Pro -imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Method 1 Option D 04/15/2015 05/01/2015 05/10/2015 06/22/2015 Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and FL16708 R4 11 A010871A.ndf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Parry: Yes FL16708 R4 IT A010872A odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes 'l1o/ue.4 luesign Pro / Smootn Pro Fiberglass IDDuble (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and 9 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: FL16708 R4 fl A010873A.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes lllo/ub. a luesign Pro / smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and 11 Limits of Use Approved for use in HVHZ: Yes Approved for use outs -de HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: FL16708 R4 IT A010874A.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes I16/uu.o (Design Pro / Smooth Pro Fiberglass (Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door 9-0 x 6-8 and II -imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: and FL16708 R4 IT A010875A.odf Verified By: Hermes F. Norem, P.E. 73778 Created by Independent Third Parry: Yes ?valuation Reports FL16708 R4 AF PER3484.Ddf 16708.6 Design Pro / Smooth Pro Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R4 11 A010876A.bdf " Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3485.bdf Created by Independent Third Party: Yes 16708.7 Design Pro / Smooth Pro Fiberglass Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Door 12-0 x 6-8 and 12-0 x 8-0 lnswino and Outswino -imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A FL1670A R4 IT A010877A.ndf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes -valuation Reports http:ll% t v.floridabuilding.orgtpr/pr_app_dtl.npx?paramwGEVXQMDqu8obl%2flZm6TudWOg6cFUIG6KCFGtgnSaXVVWN87y3XZg%3d%3d[7/14/2015 1:34:03 PM] Flbrida Building Code Online t r � I yam, =rah t Y y a Other: FL16208 R4 AE PER3486.edf Created by Intlependent Third Party: Yes 16708.8 Design pro /Smooth Pro Fiberglass Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Door 12-0 x 6- 8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R4 It A030878A.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norem, P.E. 73778 Impact Resistant: Yes Created by Intlependent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AS PER3487.odf Created by Independent Third Party: Yes EiR Nx 9 rontact lk :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 487-1824 The State of Florida Is an AA/EEO employer. Codynant 2DO7-2Oi3 state of Morda :: Pryacv Statement :: Accessibility Statement :: Refund ,Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(l), 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: W1 ® [GMcl 1CCUritvml.Tn ICT http://%"nv.floridabuilding.org/pr/pr_app_dtl.aspx?pmm�%,GEVXQMDqu8obl%2fIZm6TudWO86cFUI06KCFGIgnSaXVVWN87y3XZg%3d%3d[7/14/2015 1:34:03 PM] BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 April 27, 201S TO: Whom It May Concern 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Dear Sir (Madam), To the best of my knowledge, the above -mentioned product conforms to the current edition of the Florida Building Code. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, ```tttlttlrrrrr�� F. NOS a ' rSTAf �or� Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.27 20:14:19-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer #73778 Page 1 of 1 ,J��E) 1; ��; I DESIGN PRO/SMOOTH PRO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HWIZ AND HAS BEEN EWI VALUATEOACCORDINGTO THE FOLLOWING: • TM 2019X • TA5282-SA • TA m-9d 2, ADFDUACY OF ME EXISTING STRUCTURAL CONCIRFUJMMONRY OR X FRAMING AS A MAIN WIND FOR RESISTING SYSTEM CAPABLE OF WITFLLSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO T FOUNDATION 15 THE RESPONSIBLLNY OF THE ENGINEER OR ARCHITECT OT RECORD FOR THE PROTECT INSTALLATION. 3. THE INSTALLATION DUMB DBOLBFD HEREIN AM GENERIC AND MAY NOT DOCUMENT. A. APPROW O IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON MIS PRODUCE IN AREAS REQUIRING IMPACT PFSISTAN[E. S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADUITONAL PANEL CONFIGURATIONS AND FLUSH DOORS ME QUALIFIED. 6. NOTE: AFCO H492 SILL MEETS WATER INTIMATION AT WATER TEST PRESSURE DYTPI OF 9.75 PST. REMAINING SILLS NOT RATED FOR WATER INFILTRATDN IF AUTHORITY HAM NG JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCE SHALL HE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG IOHI RATIO • OR LENGTH +OH HEIGHT IS t 1.0 TABLEOFCONTENIS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GWERALNUTES 2 A TYPICALANCHOR LAYOUTSAND NOTES 3 OPTIONAL 2% BUCX ANCHORING DETAILS A A VERTICALASSEMBLIES 5 A HORQOVMLASSEMBLIES 6 A WDODSUBSTRATES 2 A CONCRETE SUBSTRATES B A COMPONENTS B BILL OF MATERIALS 30 f 1mil 112, OO 2 ELEVATION 2 NOTE: DOORS SHOWN ABOVE MAY BE Mi DR RIGHT HAND OPERATING COONS. MAX.OVERAUL DESIGN PRESSURE(PSFI NOMINALSIZE MISSILE CONFIGURATION INSWING OUTSMNG IMPACT WIDTH RATING "IT PBS. NFG. % 3'D' GR" 65' 65 65' 65 EMU &SMI 3 SW 1 50 -111.1N1.1 NLI.1 R, 1.111 1,10. WNI /X INHUMATION AYYXUV1.11.. HNrAReoor BUILDING DROPS. INC. nx^I+'�iXW NnI� �w 00 o W "=z�' tD n ¢a G ❑ V: O J u �+• K a F \\\\11111111lM1y//2//22 *Lr .,4",;r' : It =N,PP,R,IRR,no aP<uN1m DATE F NT:. AOIC 1 l INSTALLATION NOTES: 1 ONE (1) INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR LOCATION SHOWN.. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHORVIITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACKTO BE 1/41NCH. SHIM WHERE SPACE Of I/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENTAND EDGE DI5TMU EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE IN.SIALL.ED IN ACCORDANCE WITH ANCHOR MANUFACTUREKS INSTALLATION INSTRUCTIONS. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL I RETALIATION ANCHORS INTO MORTAR POINTS EWE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR POINT INTO FACE SHELL OF BE=. 6. FOR 2X%TOO CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALLBF THE SAME AS FOR 2X BACK CONCRETE/MASONRY CONSTRUCTION. ]. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ME BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWINGPROPERTIES: A WOOD- MINIMUM SPECII IC GRAVITY OF 0.55, B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH Of 30M PSI. C. GROUT FILLED CMU- UNIT STRENGTN CONFORMS TO ASTM C90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20f10 PSI AND GROUT CONFORMS TO ASTM C426, MINIMUM GROUT COMPRESSIVE SENENGTII OF 21100 P51. D. HOLLOW BIOIX CMU - UNIT STRENGTH CONFORMS TO ASTM C90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2CKO Pg. R. SEE SHMS 6AND 2 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEOMENTS, AND SHIM SPACING. 9, OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SIMON OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT MID EDGE DISTANCE ARE ACHIEVED. ANCHORTABLE 65'DOORS LEIS ODORS ANCHOR TYPE ANOIOIT SIZE SUBSTRATE IN. RABEDMQlT MIN. EDGE .;TANG[ MAX.D.C. MAX. D.L SPAONGAT SPADNGAT IAMBS IAMBS WOODYAEW YID 21WWDBUCi 1-1/2" 3/4' lYl/]' ]l-Or ONFRAMING IOW TAPCON 3116E 1 CONCRETIJCMU I I-I/4" 1 21/2' 3I-1/2' 17 VC 11 11000LTRACON 1/4- CONCEUTE/CMU -3V--CONC 1' 17Or 17-11C MULTI-POPIT SHOOT BOLO PLATE LOCATION 5ILL SECTION VIEW DETAIL DI TYP.HoPPF MULD POINT SHODI BOLT PLATE LOCATION (RN PLATE SHOWN) OXi Ur PER D 112" MAX OA. WIOtH I'1ST. Fk Cl ITYP ANCHOR LAYOUT NOTE: NO ANCHORSHRUIRREO AT THE 5ILL FOR SINGLEDOORSEX) ONLY. FHIPAR(DRY BUILDING DROPS, INC. �-w�fitil�w N w C) b Z momw Go Z ohms o'o < ss= =O mg oa 1 Q W Q w o U yamy, W, ti >U F H- IZI 'NW7.577$' e `, in R4lYPFIYLm1M pare DAM! 02,05.14 DWG. pY: CIIX. Y: GL/TJM SS MS SCALE: NTS DWG.N:A010871A SHEET: OF; 2 l OUTSWING HEAD , SHOWN -INSWING SIMILAR NPROR MROR 10 OPERABLE ADA SILL INSWING/OUTSWING ENDURA HC15000 OPERABLE SILL OUTSWING OPTIONAL AFCO A117 m OPERABLE SILL INSWING ENDURA ZAIL4565F m OPERABLE SILL INSWING "' A-2761P-2M OPERABLE SILL OUTSWI 6 11 5 OPERABLE SILL OUTSWING AFCOJ-2297 (2) OPERABLE SILL �lv OUISWING OPTIONAL ARM R497 BUILDING DROPS, INC. Z� > W. N I , w , a: AFJ n27 I A Ll NIEAICR / \ LOCK JAMB JAMB S OUTSWING SHOWN - INSWING SIMILAR ///��'''9 49 X 1314' PEN 0 49121n-PFII / W/HARDWARE W/ STRIXE NAflOWARE / (b'S"&ITO'UNNSI 4 MPL STRNF P1AtES EXTERIOR HINGE SCHEDULE DOOR HEIGHT ODANTITY HINGE JAMB 5 OU SWING SHOWN -INSWING SIMIIAR HINGE DETNL ATIAMO: PLACE W X 3-1/1" Pf1i SCREW NEXT TO W EATHERSTRIP 3-Rs X 7'PFII //�13-Fe%13/R' PfH 16' r UNITS) W/ STRIKE tARDWARE / l9-RR% 1 1/B'Pf1118'p- Hxl(6) 1-MPL STRIKE PLATE I COMESW/HARDWARE EXTERIOR T ROCKWELL MULTI -POINT LOCK JAMB e =E MULTI -POINT LOCK JAMB 1j DUTSWING SHOWN-INSWINGSIMIIAR tj OUTSWING SHOWN -INSWING SIMILLR 4 Xtl%13/8-Pat 1-RFINFORCEMENT PILATE FIOPPE42512296 -� O Iwmnn[o Ill. BUILDING DROPS, INC. µ.w u.lv..eryn. x:sery(r m::r.. imNmu N O W gpryd n Nm C 4 V Q ao N 0 6 M E ✓' O Q. W: .AAXXES F Nfq/pY. m� a eiE nr n -POINT LLOCK LEA `kOPMCTIVEPANEOG/ 5 MIN. (IN DIST. SEE IABLE SHEET 2 Ou EW 2K WOOOBUCK _s 6 // / '� W WD AFICHOR SEFTABLE ON SHEET THEAD (TYPICAL) OUTSWING SHOWN-INSWINGS111 OPERABLE SILL OUTSWING. NO ANCHOR REQUIRED v AKOI-2292 cww , OPERABLE SILL 6 OUTSIANG- NO ANCHOR REQUIRED AFCOA-017 OPT)ONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEADORIAMBAS W NG AS MINIMUM FAQ MIN. FMUD. SEC TART SHEET 2 SEE TABLE ON SUIT 12 � SIOQINf .2� C a MAX 2% WOOD BUCK SHIM JAMB (TYPICAL) n OPERABLE SILL �j OUTSWING SHOWN -INSWING SIMIIAR 6 INSWING -NO ANCHOR REQUIRED ENDURA ZAIL4565F SILICONE IOCONE 2% WOOD BUCK 2X WOOD BUCK OPERABLE SILL OPERABLE SILL 6 INSWING- NOANCHOR REQUIRED 6 OU SWING- NO ANCHOR REQUIRED ARW A376/P-2000 AECO NA97 SILICONE SILICONE 1! WBUCK2%W D BUCK 5772X WOOD BUCK 6 DOPERABLER SIILLED �NOPERABLENADA SILO ANCHOR L IRED ENDUMZOBL4565F ENDURAHCSCOO vREVAnm3r BUILDING DROPS, INC. �ASS�SF�S `1qo 2i DATE: I SCALE: NT5 a: A0 Owc. 10R71A R SEE IAULL SHEER FW" HEAD I li SILICONE d d. e a a. CONCRFTFJ MASONRY BY OTHERS OPERABLE SILL 7 OUTSWING-NOANCHOR REQUIRED AFCO 2.2297 SILICONE ` LLa CONCRETE/ MASONRY BY OTHERS AFCO A-22T DISTANCE ARE ACHIR WD. or W (OPTIONAII CONCRFIt ANCHOR SEE TABLE ON SIILET 2 Al" SHIM CONCRCTF/MASONRY BY OTHERS MIN IMBED. SCE TABIF SHFFT 2 IC21 JAMB (TYPICAL) d e a OPERABLE SILL 7 INSWING -NO ANCHOR REQUIRED AFCO AQ26/P-2000 SILICONE e a a a a CONCRETE/ MASONRY BY OTHERS OPERABLE SILL J NG-NO ANCHOR REQUIRED OUTSWIENDORA 20BL4565F a BY OTHE AS OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED ENDURAZAR4S6SF 51DCONO d d. p d a 4 CONCRETL/ MASONRY BYOEHERS n OPERABLE SILL 7 J OUTSWING- NO ANCHOR REQUIRED �� AFCO N 497 SILICONE a d. e < CONCRO V MASONRY By OTHERS /fits OPERABLE SILL 7 ,lOUTSWING(INSWING- NO ANCHOR REQUIRED ENDURA HQ5000 "A I I,IFAIIf011Y BUILDING UROPS, INC. m °e X a R ge w 0p r < gF=_ Oe F- myna Nv m ^4 Q N p W Z r OLi AS W; `Y�Y�ES FNF��O 2YY2�Yi DATE: 1 SCAR: NTS i 7 BIII OF MATERIALS ITC1,14 DESCRIPTION NATION 1 FRAMCHEAD/IAMBS FINGER IOINTED PINE SOLID PINE IAMINATEDVENEER LUMBER COMPOSITE 2 (N07 USCO) 3 (N07USED) 4 f RULING ZAIMS65f THRESHOLD AGOG 1-2297 THRESHOLD 6 AFCO A 276/P-2WO THRESHOLD 7 AfCO H-097 THRESHOLD A AFCO A-117 THRFSHOLO 9 ENDO RA 20014565E THRFSHOI D -' TO ENDURA HOSOM ADA THRESHOLD I WFATIIERSTRIP URETHANE FOAM & POLYFTHYLPNE 12 NON COMPRESSION SHIM ID.25' MAX THN.I COMPOSITE 13 (NOT CISCO) 14 (NOT USED) 15 610 WOOD INSTALLATION SCREW W/ 11/2' MIN. EMBEDMENT STEEL 16 CONC/EMU ANCHOR (SEE ANCHOR CARL F SHEER 2&.3) STEEL 17 BUTT HINGE SEE SCH EDULE SHEET SI STEEL 18 AWISET LOCK SERIES 400 STEEL 19 NWINSET DTADBOLT SERIES 780 STEEL 20 ROCNWFI I'MULTI-POINT TONGUE IATCH# 7322876868 UNIT ROCKWELL MUI TLPOINT TONGUE LATCH 0732287808 0 UNIT STEEL 21 HOPPE MULT-POINT HARDWARE HLSS000 STEEL 22 HOPPE MULI POINT HEAD SHOOT BOLT PLATE LH 98784MI STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH 4B783923 STEEL 20 ROCKWELL MULT-POINT LOCK --F-{--.79' FRAME O VARIES, SEE ROM/AAT LEFTM65 O THRRESHENDUROLD IL4565F OS THREAFOESSHOLD97 O ATHREESSI OLLD76/P-2000 17- Q563• I'� d56' 1-H�— 562' --�{ i.57' 21 HOPPE MULT-POINT LOCK W/SILL SHOOT BOLT PI ATE #20S8911 0CAL h7� HANDLE 1 HFIGHT �J ®�O J O L7c 0 b 0 m m —! t6s• 3—I 22 HEAD SHOOT BE OLLT PLATE (LH( us° O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O EHDURDADZOBL4565F 10 EH{I1DDUIRDA�Ip�CIS-00`0—ADA 23 HEAD SHOOT BOLT PLATE(RH) 4.58- —�'I T. M u® I-� 4.6P O Imo— <.U, o F— nnlPmlwor� BUILDING DROPS, INC. �Nnwu ti laL N of � 3FxN Oe O hQ � mY o� m 2 Q �g � W Z iJ.l— o a ti p O F U = *LT STATE TE Pi 3T/aII . :i11+,. try DATE: .. DATE: 02.05.14 DWG. Y: GNN. Y: G TJM SS MSS SCALE: NTS DWG.mA010871A SHEET: OFe 8 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Of 398 East Dania Beach Bivd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com JELD-WEN, inc. Design Pro /Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval 1s( pi '1` No. 340801 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Impact Approved For use in the High Velocity Hurricane Zaire Material: Fiberglass Product Dimensions: 3'-0"X C-8" (Nominal) 3'-0"X 8'-0" (Nominal) Prepared For: .;-1 ! :i€ clltsrl P3l:<?. XtiE;;uz�tilt Fails. OR, 9'001 Prepared by: Florida Professional Engineer # 73778 Date: 04/01 /2015 Contents: Evaluation Report Pages I — 5 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.02 12:01:15-04'00' Hermes F. Norero, P.E. Florida No. 73778 nBUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 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 / Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Date: 04/01/2015 Report No: 3480 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) forJELD-WEN inc. based on Method ld of the Florida Department of Business and Professional Regulation - Florida Building Commission. 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 current Florida Building Code. See Installation Instructions A010871, 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 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 not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010871 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS Date: 04/01/2015 A Perfect Solution in Every Drop Report No: 3480 JH Certificate of Authorization: 29578 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 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: SJ W 2013-131-TAS 07/02/13 SJW2013-206-TAS 11/13/13 SJ W 2013-246 12/17/13 SJW2013-231 12/03/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 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 S1W2014-077 06/27/14 SJ W 2014-072 06/27/14 5J 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 BUILDING DROPS A Perfect Solution in Every Drop Date: 0 o: 34 015 Certificate of Authorization: 29578 Report No: 80 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 BUILDING DROPS nfA Perect Solution in Every Drop Date: 0 o: 34 015 Report No: 80 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas 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 the wood substrate. B. For concrete (Min. Pc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or Y" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or Y." Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010871) for anchor spacing and more details of the installation requirements. Design Pressure: CONFIGURATION MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING i WIDTH ' HEIGHT INSWING OUTSWING POS. IN POS, NI.G. X 3'-0" 6'-S" 65' 65 65' 1 69 LMI & SMI X 3'-0" 8' 0" SO- 50 a .. M : Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5