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WS-12-1349Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178916 Scheduled Inspection Date: October 26, 2012 Inspector: Bruhn, Norman Owner: Permit Number: WS -7 -12 -1349 Job Address: 166 NW 98 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010260040 Phone: (786)431 -5292 Building Department Comments INSTALL EXTERIOR DOOR ON BACK EXIT OF GARAGE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 176147. The door does not match the pa. Outswing permitted. NB October 25, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 )1■11ii 11A-rift_ BUILDING PERMIT APPLICATION Master Permit No. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. ACI1)549 Permit Type: BUILDING JOB ADDRESS: 1(0 (r., KAN/ City: Miami Shores County: Folio/Parcel #: 11 - -0n1-0 Is the Building Historically Designated: Yes ROOFING Miami Dade Zip: 3 Z7 Flood Zone: OWNER: Name (Fee Simple Titleholder):e `• L 12 o Address: --a9 C> C> v`t1(ei a'"'ei ft - City: r---YTh ��� t State: Tenant/Lessee Name: Email: x net 'Big* - a 1 q°3414-8 Zip: Phone#: CONTRACTOR: Company Name: , 1+Q/ 1 1?=_d4- 1- Address:1 —1 S '5 f 1 05 46t--e . City: (Y--) i G rmr" i State: 'F Qualifier Name: Alke GC C c m e 2- Zip: S'31 Phone #: 1 SG A- I - ��CI State Certification or Registration #: CCC. - t 3 10 -S Certificate of Competency #: Contact Phone #(0 5- 2 1Cj - L4 148 Email Address: i Y)CI rI C ct L lot Do ® 1 . C-t.r--,,-) DESIGNER: Architect/Engineer: Phone#: Vie, Value of Work for this P $' ®® . Square/Linear Footage of Work: Type of Work: CIA dyl�tib��et teration ❑New URepair/Replace ❑Demolition Description of W ''' ._4, .4-1-- r v ci -1-G4/-1 P- A n , co c, c.v_____ Or--- U.--c, Color thru tile: Sub $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature e or gent Signatur 1 P. Contractor The foregoing ins i ment was acknowledged before me this CA-rb The foregoing nstru 1 s acknowledged before me this___ day of C '�}— , 20 j.. by CY C CJ'm iP- ! e2 eL7',aThi V J , 2012 by who • rsonally kn ov to me or who has produced who is p sonally kn s • to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: rTh i� eimi A BLA .._ s;. ' - ;*_ MY MI My Commission Expires ;9Y es 01, 2014 •ftcri ' • EXPIRES acsoob ��333333333 �,, FtevidailotarySe «ice.cOM (407) �® v Y6&riLdl NOTARY PUBLIC: Sign: Print: My Co 4a4 943 Fozati /s +mesa n **************** *** * ** ***** ** **** ******************+><**** ******* **** **** ****: x****+x******** *****+x**x: *** * **** sGOt'ANid,l.Siti\44t EE000573 EXPIRES arz(h9A- 01, 2014 APPROVED BY Plans Examiner Zoning . Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Florida Building Code Online e Florida Department Busines }, Professi - . I Regulation License efficiently. Re ulate fairly. I -F OFFICE OF THE SECRETARY. Page 1 of 1 BCIS Home i Log In 1 User Registration I Not Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications 1 FBC Staff I Bess Product Approval USER: Public User product Approval Menu > Product or Application Search > Application List comes O8FR, ffleg`EVIZI OCT 242012 BY:0- ...- e- o.a- -ao - -- Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2010 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 15558.1 ALL ALL ALL ALL ALL ALL ALL Search Results - Applications FL# Tune Manufacturer Validated By Status FL15558 New 4" DBPR JELD -WEN FL #: FL15558.1 Model: Energy Saver /Contour Description: Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Category: Exterior Doors Subcatego : Swingin• Exterior Door Assemblies National Accreditation & Management Institute, (804) 684 -5124 Approved * �. _ '' `Appived by Approvals by DBPR shall be reviewed and ratified by the POC and /or the Commission If necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida, :: Prlvacv 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 emalis 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 dick ham. Product Approval Accepts: 7FTRICS` Credit Card Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COI INTY RULES AND REGULATIONS http: / /www.floridabuilding .org/pr /pr_app_lst.aspx 10/24/2012 Florida Building Code Online r FLORIDA DRPAATMANTT*O! usiness & Professional Re Florida Deparimentd Busines Profess' Regulation Page 1 of 2 DBRR. HonE *BOST SSW DS bluish:um CONTACT tiSFif BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map 1 Links 1 Search license. ei5demly. Regulate?al;ly. ► OFFICE OF THE SECRETARY Product Approval USER: Public User Product Approval Menu > Product or Application Search > lic Appation List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL15558 New 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Product Manufacturer JELD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com Technical Representative Steve Saffell Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= wGEVXQwtDgvKmQd1OUtQ... 10/24/2012 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/01/2012 05/01/2012 05/06/2012 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 15558.1 Energy Saver /Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation instructions S -2104 for sizes, configurations, design pressure ratings, and installation details. Certification Agency Certificate FL15558 RO C CAC NI011082.pdf Quality Assurance Contract Expiration Date 08/31/2015 Installation Instructions FL15558 RO II S -2104 SS.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Coovriaht 2007 -2010 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 emalls 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 tem. Product Approval Accepts: FILE fi- sccurit rate,' Credit SC it rd http : / /www.floridabuilding.org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvKmQd1OUtQ... 10/24/2012 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: N1011082 Certification Date: 05/01/2012 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product bas been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Opaque Maximum Size 3'2" x 6'10" Design Pressure Pos/Neg (psf) +66/ -70 Water Test Pressure 10.0 psf Missile Impact Rated Yes Test Report Number & Comments CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: 8 -2104 (1-8) X Single O/S OX/X0 Single w/Sidelite O/S Door- Opaque Sidelite- Glazed 4'5" x 6'10" +661 -70 10.0 psf Door -Yes Sidelite -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S -2104 (1-8) OXO Single w/Sidelites 0/S Door - Opaque Sidelites- Glazed 5'10" x 6'l0" +661 -70 10.0 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S -2104 (1-8) XX Double O/S Doors - Opaque 6'3" x 6'10" +57/ -57 8.55 psf Doors -Yes CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: 8-2104 (1-8) OXXO Double w/Sidelites 0/5 Doors - Opaque Sidelites- Glazed 8'11" x 6'10" +57/ -57 8.55 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 61" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S -2104 (1-8) National Accreditation & Management Institute. Inc./4794 George Washington Memorial Highway/Hayes, YA 0 2 Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: JEL ® Steel ENERGY SAYER/CONTOUR B'4' WOOD EDGE OPAQUE STEEL OUTSM9NG I MPACTDOOR UNITS W7& W/TNOUTSIDEEIJlES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE TINT REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRAASFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS 5. 111S PRODUCT MEM THE WATER REQUIREMENTS FOR 'Mr ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MWMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDEIRES ARE AN OPRON AND CAN BE USED B4 A SINGLE OR DOUSE CONFIGURATION. RESIDENTIAL INSULATED SiEEL DOOR (Common to ell keno cendMons1 COMPONENT CONSTRUCTIONS: Fee sheetE 24 ga. (0.020) mWmum thick, Galvanized Steel A-525 canmercial quality - AKDQ per AS1M 620 with average minimum yield strength Fy(ave.)=24,600 psi. Care deelon: Expanded polystyrene with 1.0 to 1.25 lbs. /cf den*, by JELD -WEN, INC. Door Panel Construction: The active and Inactive panels are constructed from 24GA. (0. 020' min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67' wide x 1. 042' high. The steel bottom rail in roll fanned 0.021' galvanized steel mewing 1.67' wide x 121' high. The sides of the face sheet are roll famed onto the LVL Latch stile and Ponderosa Pine hinge atrle which measure 1.67' x 1.0'. The Interior cavlly in filled with polystyrene. The face sheets are glued to the polystyrene. Fixed LBe Conat: The sash Is constructed from 24GA. (0.020' min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to 8. The site panels are routed to receive the ODL Up Lite Frames or the optional Trinity light Frames (See sheet 7 for glazing details.) The lite frames are sealed r/ QS) glazing compound on the exterior. Frame Conshuctlmi The frames are constructed from Ponderosa Pine Jambs measuring 1.25' wide x 4. 5625' deep. The door and stdellte head jambs are mortised and butt Joked to the side jambs and attached with (3) 16GA. 2' x 7/16' crown wire staples. The units use a standard bump face Pemba threshold measuring 4.041' deep x 1.0' high. The threshold is attached to the frame with (3) 16G4. 2' x 7/16' crown wire staples. TABLEOFCONTENTS SHT / DESCRiPRON 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VER71C4LL CROSS SECTIONS AND BB.I. OF 6MATERALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LoCAfloNS AND DETAILS 7 GLAZING DETABS \ UNIT COMPONENiS .875' TYP. 74.5' MAX OA FRAME WIDTH -- .125' 36.625' MAX. OA 36. MAX. OA PA NEL WIDTH W/ PANEL WIDTH ASRtAGAI. ®® ®® PP 81.25' MAX OA FRAME HEGHT 80' Max OA PANEL HEIGHT v v 0.625' .875' TIP. 81.25' MAX OA FRAME HEIGHT 37.75' MAX OA. FRAME WIDTH I 36' MAX 0A PANEL WIDTH I® 80' MAX. OA PANEL HEIGHT 0 v v DOUBLE DUTSWING IMPACT UNIT (Xx) VIEWED FROM EXTERIOR 0.625' SINGLE ou7SWING IMPACT uNIT (x) MELBERLIMEIDE TABLE 1: .75' 1w. 81.25' MAX 0A FRAME HEIGHT 80' MAX. OA PANEL HEIGHT 81.25' MAX 0A FRAME HEIGHT 80' MAX OA PANEL HEIGHT - 70.25' MAX 0A FRAME WIDTH .75' MULL BAR TYP. 875' 36' MAX OA TYP. PANEL WIDTH ® Y e 01 0.75' - .875' TiP.' 0.625' - 107' MAX 0A FRAME WIDTH 3 15.5' MAX. 0A SIDE1JlE FRAME WIDTH 14' MAIL 0.4. PANEL WIDTH 6' MAX 0A D.LO. WIDTH 63.125' MAIL 0A D.LO. HEIGHT SINGLE OUISWWG 41PACT UNiT (MOW/ NON- IMPACT SIDEIRES VIEWED FROM EXTERIOR -- .125' .75' MULL BAR 36.625' MAX 0A.' PANEL WIDTH 36' MAX 0A W,A PANEL WIDTH ® El ®r® NACTNE ACTIVE �v � o 0 G lair 75.5' MAX 0A SIDEUTE FRAME WIDTH 14' MAX. OA PANEL WIDTH 6' MAX OA DLO. WIDTH 0.75' - DESIGN PRESSURE RATING-WM WATER 9EB.TITMON REQUIREMENT IS NEEDED Sr.E DOOR TNT (14 OK x0. 0X0) MAO NON-OMACT 20E1.11E5 +66 pal -70 pal DOUBLE 00 (111 UNIT (JO( OA OA MOO) W/MO NON-WPACT SOFTIIES +57 psi -57 psi 0.625' Ngitally signed by Hermes F Norero, P E. eason: I am approving this document ate: 2012.05.01 1751:35 -04'00' 63.125' MAIL 0A DLO. MERIT DOUBLE OUISMWNG IMPACT UNiT (OXxO) W/ NON- IMPACT SI ELRES yiEWED FROM 170ERXl1 Prepared By BLIIDING DROPS, INC. Phone: 407- 644 -6957 Fax 407- 644 -2366 802 o U m . DATE: 9- 1-0 Sue: N.T.S. 0x0. Dr: JWJ otnc. sr: S. SAFFELL DRAWING NO$ S -2104 slim 1 of 8 0.75 MIN. EDGE DIST. I,50' MIN. EMB. SEE DETAIL 7 ON SHEET 5 81.25" MA 0.A. FRAME HEIGHT 0.250 MAX SHIM SEE DETAIL 7 ON SHEET 5 NOTE 6 ON SHT. 4 SEE NOTE ,3 0 SHT. 4 WOR 1.75e MIN PAN a THK 80.0° MAX OA PANEL HEIGHT 1.75r MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 0.125 MW. GLASS THK. IMMO EOM 81.25" MAX. SEE GLAZING OA DETAILS, SHEET FRAME 7 HECHT EE N :TE 9 ON SHT. 4 0 1.25" MW. EMB. 625° SEE NOTE 2 ON EE NOTE 6 ON SEE DETAIL 7 NOTE 8 ON ON SHEET 5 SHT. 41 SHT. 4 SHT. 4 80.0° MAX OA pma HEIGHT SEE NOTE .3 ONS 4 M2d =RIM MAMMAL 1 DOOR STEEL FACE SHEET 24GA (0.02011IN.) STEEL 2 FRAME HEAD (RNGER JOINTED PONDEROSA PPE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA P7NEL WOOD 4 FRAME LATCH JAMB (RNGB? JOINTED PONDEROSA PINE) WOOD 5 ex 4.8UTT HINGE 12aa. (BY HAGER) STEEL 6 19 X 1° PEW WOOD SCREW (HINGE TO DOOR) STFTT 7 DOOR LATH STILE LVL 8 OUISWING PEW BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 1604.. X r (FOR MUWON CAP) STEC. 10 COMPRESSION WEATHERSTRIP 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE (FINGER JOINTED PONDEROSA MD w000 14 110 x 1 3/4- PFH WOOD SCREW STEEL 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) WOOD 16 3/16 ITW TAPCON ANCHOR W/ 1 1/4 MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib./cf DENSITY) BY JELD-WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25° MAX THK. HIGH DECRY PLASTIC OR GREATER) - 21 KAWKSET 400 SERIES KNOB STEEL 22 KICKSET TITAN 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 18 x 1 1/2 PIASCREW (ODL [RE FRAME) STEEL 24 x r PF14 WOOD SCREW STEB_ 25 x 2 yr PFH WOOD SCREN STEEL 26 10 x 1 PFI4 WOOD SCREW (IMPERIAL ASTRAGAL H 1 DOOR) STEEL 27 010 x rPRI WOOD SCREW STEEL 28 MUWON CAP WOOD 29 SLUCONE C.4UIX (CR LAWRENCE .3.3 C) =Off 30 GOING COMPOUND (OSD BY OW SILICONE 31 BRAD TRW RAI 160A x 5/4. (FoR 5/5- OUARIEFL ROUND.) 32 ve QUARTET ROM SIDEJTE STOP WOOD 33 COMER BLOCKS FOR STEEL DOOR BOTTOM RAIL IMF 34 SCHIAGE MOB SET 1951 STEEL 35 SCHIAGE DEADBOLT 08360 (NOT SHOWN) STEEL 36 SIDEJTE STEEL FAZE SHEET 240A. (0.020" MIN. STEEL) STEEL 37 yr TEMPERED GLASS (BY PPG) GLASS 38 OM UTE FRAME SG (SPARTECH POLYCOM PP5530 C13) POLYPROP. 39 PRESSURE TREATED MUWON BAR (3/4° x 4 9/16 x 81 1/4") P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL Off IMPERIAL) AWMINUM 41 ASTRAGAL STRIKE PIXIE (BY IMPERIAL) STEEL 42 YALE 70408 HERITAGE SERIES STEEL 43 YALE DEADBOLT HORNE SAES (NOT SHOWN) STEEL. 44 SIDEUTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 IJTE FRAME BY TRINITY FOR 1/2" LG.U. POLYPROP. 46 1/2. INSULATED TEMPERED GLASS (BY TRENITY/AMPOC) GLASS 47 LUTE FRAME BY Miter/ FOR 1" GLASS POLYPROP. 48 1" PLSUIATED TEMPERED GLASS BY TRNITY/ATIPAC) MASS 49 WE FRAME SCREW 06 x 1 1/2 LONG PAMFAD (BY TRINITY) SlEB. 50 GLAZING COMPOUND DOW 1199 SILICONE 51 110 WOOD INSTALLATION SCREW W/ 1.50 IJIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE .otit II i tii„. STEEL 2.50 MIN. EDGE DIST. (-A VERTICAL CROSS SECTION \...2 WITH HIGH DAM THRESHOLD 1.25' MIN. CONCRETE/ ata MASONRY BY OTHERS 1.75" 2.50" MW. MW. EDGE DIST. 15 VERTICAL CROSS SECTION 2 AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS PepaiedBy `46-2 • DATEI 7e1(2) SCAM N.T.S. 2 DWO. SY: BULLING DROPS, INC. Phone: 407-644-6957 For 407-644-2366 LISMNO NO.: S-2104 SHEET 2 OF 8 OHORIZONTAL CROSS SECTION LATCH JAMB TO BUCK AMIE OHORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK /�%/. /'%/ //i // j// /// /// / // / // /!//%//%//, • • . • AMIE OHORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK 3 HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL SEE NOTE 1 SW. 4 o ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTTOM BETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE ITEM 24 NOT SHOWN THIS SEW FOR CL4I lyi►II,,,,,, %,,��S F. 0.,, %% cr %On: . •P; phi 8 CJ v Prepared BY BUILDING DROPS. INC. Phone: 407- 644 -6957 Far 407- 644 -2366 DATE: 9-11 -01 EDAM: N.T.S. DWG. BY: JWJ cHx. en: S. SAFFELL DRAWING rros S -2104 sir 3 of 8 Y / /%� / / / / //i • • . • : •.. : . 3 HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL SEE NOTE 1 SW. 4 o ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTTOM BETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE ITEM 24 NOT SHOWN THIS SEW FOR CL4I lyi►II,,,,,, %,,��S F. 0.,, %% cr %On: . •P; phi 8 CJ v Prepared BY BUILDING DROPS. INC. Phone: 407- 644 -6957 Far 407- 644 -2366 DATE: 9-11 -01 EDAM: N.T.S. DWG. BY: JWJ cHx. en: S. SAFFELL DRAWING rros S -2104 sir 3 of 8 Q SEE NOTE 4 ON SHT. 4 SEE GLAZING 36 DETAILS, SHEET 7 SEE NOTE 6 ON SHE 4 Q Q 52 '11,71170 r 1 0.750' SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE /10 x 1° PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0; 2.5; 4.0; 5.5. 13.0', 18.0' & 26.0'. 2. SPACING FOR ITEM 123 THE x 1 1/2' PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDEUTE PANEL 3.0' IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDEUTE PANELS. 3 0' 13 0' 26.0', 39.0; 52.0' & 63.0 °. 3. SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM j9 THE 16GA X 1° BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON BAR VERTICALLY, IS AS FOLLOWS: TOP &BOTTOM HORIZONTALLY (FOR THE 3/8° QUARTER ROUND): 1.25° IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. !, 6 _ 1? Il _ :- •i: :116 3 !� ,:a19i :c! U J' _ WO 1.25' FROM EACH END & SIX MORE CONCRETE/ MASONRY BY OTHERS EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2° PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MUWON USE ITEM 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2° PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL 5 SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4° LONG. 0.75' 7. WHEN ATTACHING THE HINGE 1O THE JAMB AND BUCK USE ITEM 127, A #10 x 2' PFH SCREW. WHEN ATTACHING EDGE THE HINGE TO THE JAMB AND SIDELfTE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW 8. SPACING FOR ITEM 149 THE 16 x 1 1/2' PANHEAD SCREW (TRINITY UIEFRAME) IS AS FOLLOWS: BIDETITF UIEFRAME FROM THE TOP DOWN VERTICALLY_: 3.25 ; 18.0625°, 32.8125; 47.5625' & 62.625'. SIDEUTE LITEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375' 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MUWONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. 1.750° MIN. EXTERIOR - PANEL THK. SEE NOTE 7 ON SHT 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 MIN. DIST SEE NOTE 2 / \\ ON SHi 4 -�- HORIZONTAL CROSS SECTION 0.750° SEE GLAZING _ DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 EXTERIOR 0.125' MIN. rINTERIOR GLASS THK. SEE NOTE 6 U 61.,§14f,; TO BUCK ON SHT 4 ��� g F. ,i, * c a SEE DETAIL 5 ••� e9 ••. ON SHEET 5 r_ a a 0.250' MAX. SHIM • Premed By: BUILDING DROPS, INC. Phone: 407- 644 -6957 Fax 407 -644 -2366 DATE 0 11 0 a -0 SCALE N.T.S._ ova ew JWJ cm et S. SAFFELL DRAWING t 5 -2104 s oEr 4 OF 8 N/ % /./ j /r' / / - /// / / /// . 0.750' SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE /10 x 1° PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0; 2.5; 4.0; 5.5. 13.0', 18.0' & 26.0'. 2. SPACING FOR ITEM 123 THE x 1 1/2' PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDEUTE PANEL 3.0' IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDEUTE PANELS. 3 0' 13 0' 26.0', 39.0; 52.0' & 63.0 °. 3. SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM j9 THE 16GA X 1° BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON BAR VERTICALLY, IS AS FOLLOWS: TOP &BOTTOM HORIZONTALLY (FOR THE 3/8° QUARTER ROUND): 1.25° IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. !, 6 _ 1? Il _ :- •i: :116 3 !� ,:a19i :c! U J' _ WO 1.25' FROM EACH END & SIX MORE CONCRETE/ MASONRY BY OTHERS EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2° PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MUWON USE ITEM 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2° PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL 5 SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4° LONG. 0.75' 7. WHEN ATTACHING THE HINGE 1O THE JAMB AND BUCK USE ITEM 127, A #10 x 2' PFH SCREW. WHEN ATTACHING EDGE THE HINGE TO THE JAMB AND SIDELfTE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW 8. SPACING FOR ITEM 149 THE 16 x 1 1/2' PANHEAD SCREW (TRINITY UIEFRAME) IS AS FOLLOWS: BIDETITF UIEFRAME FROM THE TOP DOWN VERTICALLY_: 3.25 ; 18.0625°, 32.8125; 47.5625' & 62.625'. SIDEUTE LITEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375' 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MUWONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. 1.750° MIN. EXTERIOR - PANEL THK. SEE NOTE 7 ON SHT 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 MIN. DIST SEE NOTE 2 / \\ ON SHi 4 -�- HORIZONTAL CROSS SECTION 0.750° SEE GLAZING _ DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 EXTERIOR 0.125' MIN. rINTERIOR GLASS THK. SEE NOTE 6 U 61.,§14f,; TO BUCK ON SHT 4 ��� g F. ,i, * c a SEE DETAIL 5 ••� e9 ••. ON SHEET 5 r_ a a 0.250' MAX. SHIM • Premed By: BUILDING DROPS, INC. Phone: 407- 644 -6957 Fax 407 -644 -2366 DATE 0 11 0 a -0 SCALE N.T.S._ ova ew JWJ cm et S. SAFFELL DRAWING t 5 -2104 s oEr 4 OF 8 81.25' MAX. 0A FRAME HEIGHT 6 TYP. 5 SPACES ® 13.85' 74.50' MAX. OA FRAME WIDTH- - SEE DETAIL 2 ON THIS SHT. .00' TYP. 6.00' TYP. —3.00' TYP. 1 12.50' 1YP. 6.00' 111 111 SEE DETAIL 5 ON1111SSHT. _ SEE DETAIL 4 ON THIS SHT. 7.75' 3 31' 1_7.00' TYP. L 1 125' SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELRES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL2 -®HEAD JAMB ASTRAGAL STRIKE PLATE \ PETA1L 3 - ® THRESHOLD 4.50' TYP 3.00' 70.25' MAX. OA FRAME WIDTH 6.58' 9.00' TYP. 6.00' TYP. 3.00' 1W. 1 ' _ :.: » 1 111 TYP. — SEE NOTE 5 — ON SHEET 4 TYP. _ Q TYP. I 1 11 1� — _ I T-,� -3.00' TYP. 7.00' 1YP. DETAIL 4 ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR pETAIL 5 STRIKE PLATES 10 ASTRAGAL SINGLE DOOR WRH SIDELJTES ANCHOR LOCATIONS VIEWED FROM INTERIOR ■ i SEE NOTE 10 \ ON SHEET 4 SEE DETAIL 4 ON THIS SHT. .15' MIN. C -SINK. •\ 1. ,`0AAs.S F1 1 10! K FOR INSTALLATION ANCHORS CC.Q s�i o • *= M Prepared By. BUILDING DROPS, INC. Phone: 407- 644 -6957 Fa= 407- 644 -2366 qz r 4s Q 1 N_ n Bs W C C..1 133 DAM 9- 1-0 SCALE: N.T.S. orro. BY: JWJ c c. era S. SMELL DRAWING NO.: S -2104 sew 5 ov 8 81.25' MAX OA FRAME HEI,HT 107.00" MAX. OA FRAME WIDTH .\. 4.50" 11P. --- 300° 1 3.00' 6 TYP. TYP. / 5 SPACES 0 13.85° F SEE DETAIL 2 ON SHEET 5 16.41' TYP. 00" TYP. 00' TYP. .00' TYPE r+ 13.41° TYP. 6.00" TYP. -.400" TYP. _ 11 I 111 _ TYP. ® Ill 11 TYP. SEE NOTE 5 __-- ON SHEET 4 SEE DETAIL 5 _ < ON SHEET 5 1 1 ® �l _ _ ll 5. 50 / I 1 0 I�i 1�1 0 36.625' 1 1 I 7YP. 1 1 1 3.00" TYP. -- I�-- 3.00' TYP: SEE DETAIL 4 ON SHEET 5 3.00' TYP: -I� 00' TYP. 17.00' TYP. 7.00" TIP. SEE DETAIL 3 ON SHEET 5 DOUB1 E 000RWITHWITH SID��S ANCHOR LOCATIONSANCHOR LOCATIONS VIEWED FROM INTERIOR 8125' MAX. OA FRAME HEWIT 37.75" MAX. 0.A r FRAME WID171 6.00" TYP..D 6 TYP. 6 SPACES ® 11.54" SEE DETAIL 6 I- ON SHEET 5 (A1 •I 1 IA 36.825" 7.375' 31' 31" 1 ONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 E' io N 1 a W OC.i maw Prepared 6y.. BUILDING DROPS, INC. Phone 407- 644 -6957 Fax 407- 644 -2366 she 9- 1 -0 SCALE: N.T.S. DWG. BY: JWJ ma. BY: S. SAFFELL DRAWING NO. S -2104 sir 6 OF 8 EXTERIOR 0.125" MIN. TEMP. MASS ICKNESS INTERIOR EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 0.50" GLASS BITE glearagELI ODL LITE FRAME SINGLE PANE 1/0" TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 1.000 MIN. GLASS THK. SEE NOTE 8 ON SHT. 4 .750 AIR SPACE .75" x .50" I • STEEL 0.50 SPACER GIASS BITE GLAZING DETAIL 3 TRINITY IJTE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU-5007 0.125 TEMP. GLASS 0.125" TEMP. GLASS EXTERIOR 0.500 MIN. GLASS TM( 0.125 TEMP. GLASS INTERIOR SEE NOTE 6 ON SHT. 4 .25- x .50" 0.125 TEMP. 0.50 INTERCEPT GLASS GLASS STEEL SPACER BITE GLAZING DETAIL TRINITY LITE FRAME 1/2' INSULATED TEMPERED GLASS LUPOY EU-5007 0.250° AIR SPACE BEE. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH S4FETY GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2406. Prepared By: /\ BUILDING DROPS, INC. Phone: 407-644-6957 Fat 407-644-2366 DATE. 22 .2 La 0 9- 11 1 a -0 SCFLE: N.T.S. DO. BV: aix. BY S. SAFFELL WANING NO S-2104 siEEr 7 OF 8 r_ 1.670° --f- 1.210' RAIL 0 000R 24GA (0.02114) STEEL I..- 1.645° Li 0.831' re4 re++)4 . A OME8311112132asTEEL BOTTOM RAIL 140F x 3.0° LONG 1.500' 1.750' 0.624' 000R HINGE 13 FINGER JOINTED PONDEROSA PINE WOOD L ASTRAGAL HAS TWO 0.3125' x 9' LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 1.025' OASTRAGAL (IMPERIAL) 6063-T6 ALUMINUM e0.5f0.500' 29° 0.380' 0.140' 0.530' -- Li 1.670' -1 1 1.000' O km; • LVL C.) SCM1212gMILWEA122112HLEGEL Q-L0N QDS 650 1.250' 2.500' (4-Agisegaumfuom (114131571AL 0.125' STEEL) 11.875' 0.482' 1.670° -1 L 0.513' I I- 1.750' --I 2.521' 0 IA 1. • POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER I4OA 107-0828.01 .109* r 1.736'0.675' El I 0 -1 1.381' ttf ' L 1110_ ' L 0.868' LVL 0.585' 2.137'1.012 0 0 D20R1612LIZAD 062LL121‹aarE STEEL DIA. VARIES WITH HARDWARE USED -ZD C)FINGERE:612Milliff1JOINTED PONDEROSA PINE 4.000' 1 1.042' 11.013'1 k D .11 POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER MA 1107-0828.01 _L 0.375' 0.375' --I R-1- 03/8' QUARRY ROUND .22W5_510E PINE Q. --I 1.375' I-- 0.750' --I h- 0.125' ODL PLASTIC LITE MT MATERIAL APPROVED UNDER ROA 110-1209.01 0.097' 11 1. tow (;) BEEILSIMIVEME 4'x4'xO.097'IHICSIEEL 6,;) MUWON CAP V.:VP/NE (81.25' LONG) I- 1.710' - ° 0 0.582 1.000 4.041' r:A 1144 • 2.1.1. • P 1(1° 11( ..bto,AwmiNum - BY PEMKO W000 INSERT Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax 407-644-2366 DATE 2 1 SCALE N.T.S. Imo. BY: JINJ cm. BY S. SAFFELL DRAWING NO.: S-2104 swat 8 OF 8 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107" X 81.25" (Maximum) Prepared For: JELD- WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: Evaluation Report Pages 1 — 4 Installation Details Pages 5 Digitally signed by Hermes F Norero, P.E Reason: I am approving this document Date: 2012.05.01 17:42:30 - 04'00' •.„ /ONAL irt�ll�� • Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Manufacturer: JELD -WEN, inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: Limits of Use: 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 la of the State of Florida Product Approval, Department of Community Affairs - 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 2010 Florida Building Code. See Installation Instructions 5 -2104, 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 not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing 5 -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5 -2104 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 Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Quality Assurance: Performance Standards: Referenced Data: 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) The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (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 (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50" TYP.-.- 3.00° TYPE- f 3.00" TYP. r- 6 TYP. 16.41" TYP. 1.00" TYP. .00° TYP. «- .00° TYP..- r" 13.41° TYP. 6.00° TYP. X3.00" TYP. 5 SPACES 0 13.85" 11 1 1 111 1 1 1 1 3.00" TYP- 3.00" TYPE 3.00° IYP� 7.00" TYP. • 4.50" 3.00° TYP, •-• -- 3.00" TYP. r 111 1 1 L 11 I ►3.00" TYP. -•-- 7.00" TYP. rte- 9.00° TYP. 6.58° - 6.00° TYP. 17P7 -i -3.00° TYP. 6 TYP. SPACES CO 13.85° 11 1 1 1 1 1 1 I�z I 1 I 3.00" TYPE+ L 11 11 I 1 J -'3.00" TYP. -•-- 7.00" TYP. 6.00° 00° TYP. 6.00° TYP. 3.00" TYP. 12.50° TYP. 6 TYP. 5 SPACES 0 13.85" 6 TYP. 6 SPACES 0 11.54° 6 TYP. 8.58 TYP. 00° TYP 7.00" TYP. 12. 25" TYP. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 ACORE, AGSTARC -131 MATERAT CERTIFICATE OF LIABILITY INSURANCE DATE (BDYY) 911112012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if 11 the certificate e holder certain aanp,ADDD�MO�NAAL INSURED, the prollcy(IIes�.)) must be endorsed. If wSwU�B}�R�OG�ATTIIO.N�IS WAIVED, subject to the terms and conditions tetra policy, certain poflc may require an ondaisemon1. A on- this cottlfli ate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 188188/Ice Oitice of America, inc. P.O. Boat 162207 Altamonte Springs, FL 32715.2207 (800) 243 -6899 la Nod (407) 788 -7933 ADDRESS: CURED AG Star Construction„ Inc. C OCMI Workers Comp Co 3178 Stirling Rd Suite 1-3 Hollywood, FL 33021 essurobs)AFFORDINSOMRAGE INSURER A:Viniegs Insurance Company INSURER 8: HNC RI 16632 INSURER C: INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDEPION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDmONS OF SUCH POLICIES. LIMITS SI-IOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WSW TYPE OF AUTHOWZEDREPRESENTATIVE 4/...------ . err rr, r . wwww An -DI-m 1 All lot w{r/a Imo. etrumi "ID "ID POLICY NUMBER i DDtYYeYtt) i LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMIMFRCIAL GENERAL LIABILITY RENTED OO Ma ) $ CLAIMS -MADE pi OCCUR MED EXP (Any ore ) $ PERSONAL & ADY INJURY $ GENERAL A TE $ GENt POLICY n nL PRODUCTS $ E Leer (Ea eacktent) $ $ AUTOMOBILE LJABILITY — - ANY AUTO BODILY INJURY (Per pin) $ AUTOS HIRED AUTOS _ Aurae NON-OWNED AUTOS BODILY INJURY (Per=cadent). BODILY $ eiit DAMAGE $ 1 $ UMBRELLA LIMB EXCESS LIAR ~ BUR ' CLAIMS,MADE EACH OCCURRENCE AGGREGATE $ DED I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y l N N!A WCV012582600 5/212012 51212013 X R STATE �_X OTH-. T RYLIMIITS ER' . EL EACH ACCIDENT $ 1,000,000' EL DISEASE - EA EMPLOYEE $ 1,000,0001 ANY PROPRIETOR/PARTNER/EXECUTME (Ma OFFICERAIEMBER H)EXCLUDED9 (Mlandatary In NH) Eyes describe under DESCRIPTION OF OPERATIONS below y EL DISEASE - POLICY LIMIT 5 1.�.�e DESCRIPTION OF OPERATIONS I LOCATIONS! VEHICLES (ALtal* ACORD Net, Add It Remarks Schedule. IT mere Wools reIedred) Wand Shores Village, Building Department 10050 Northeast 2nd Avenue Wand Shores FL 33138 SHOULD ANY OF THE ABOVE DEED POLICIES BE CANCELLED BEFORE WILL DELIVERED IN THE EXPIRATION DATE THEREOF, NOTICE BE ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOWZEDREPRESENTATIVE 4/...------ . err rr, r . wwww An -DI-m 1 All lot w{r/a Imo. etrumi ACORD 25 (201W05) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE rTE (l WoDrvYYY) 09/11/12 THIS CERTIFICATE IS ISSUED AS AMATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEENTHE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. ❑ IMPORTANT: tithe =Micas balder Is an ADDITIONAL INSURED, the =hypes) ) mast ha end. If SUBROGATION IS WAIVED, subjenta the terms and conditions often penny, =dab :paluc1es mayreqIdre an endorsement. A statement onOtis conAcate daft nut canter right to the certificate holder In lieu at such a). PRODUCER AI Flo Ida Insurance 7782 Wks Road Coral Springs, FL 33057 Phone (954) 510 - 7321 INSURED AG STAR CONSTRUCTION iNC 1827,NW 1ST STREET MIAMI, FL 33125 Fax (954) 510 -7323 (305) 224 -2185 JOSE I RERA (954) 510.7321 c. : (954)590 -7323 *DDR ittentia@myffins.com INSURERS> AFFORDING COVERAGE NAIC I,R A NATIONAL CONTRACTORS INS COMPANY INC INSURER 8: INSURER C SIMMER D : COVERAGES TE NUMBER: INSURER E ; D($IRER 4 -REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCIAIENT WITH. RESPECT TO WHI H THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUSJEDTTOALLTHE TERMS, EXCLUSIONS AND CONDITICRS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, Dim ADDLSUEIR O F INSURANCE MISR I m o POLICYRUuBCR � BM A GENERAL umNUTY • C.OMMERCIAL GENERAL UA8UITY ❑ ® ❑ OCCUR 0 GENLAGGREGATE UNIT A PLIES PER ❑ POLICY ❑ ❑ LOC AUTOMOBILE LIABILITY ANY Auto ALL cANNED ❑ HIRED AUTOS ❑ ❑ AUTOS r--1 NON-OWNED L.J AUTOS Y N GLF0000141399 -01 06118)2012 06/18/201 UNITS Eaett OC 3URIO E MUMS TO RENTED PREMISES (Ea l $ 1,000,(00.00 PERSONAL $ 10Q,tID0.t10 MB) EXP(Anyo, I $ 5,000.00 sADVIN URY $ 1,000,000.00 AL AGOREGME s 2,000,000.00 PRODUCTS - common *Go S 1.000,000.00 DEL) $ 2,500:00 Ms d sDUYEUt19rr $ parson YiM[URY War Pte) BODILY INJURY (Par =m ❑ UMBRELLA UAB D Excess L occua ❑ DID? ■ RAN$ $ $ EACH OCCURRENCE $ .AGGReGAM $ WORN COMPENSATION AND E FLOYERS' UASIUTV YI N ANY OFFICEitNEMBER EXCLUDED? (I11andata y to NN) D yes, D£SG oFtRIAT 11 N ❑ # ❑. EL. EACH ACCIDENT EL DISEASE - EA EMPLOYEE $ E.L. DISEASE- POLICY mar $ DESCRIPTION OF OPERATIONS f LOCATIONS f VEl ICLES (Attu ACORD 151. Additional ROnarka Buih irm*'eepaaaIs rid) 98677 ROOFING COMMERCIAL. 98579 ROOFING RESIDENTIAL, T11580 R GENERAL CONTRACTOR RESIDENTIAL., 91580C GENERAL CONTRACTOR COMMERCIAL. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES. FL 33138 FAX: 30-758 -8972 ACORD 25 (2010105) CIF SHOULD ANY OP iNEABOVE PCUCIESSE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WNHT#t£ POUCYPROVISIONS. AUTKoRRED REPREMENTATIVE M 19882010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 07/18/012 14:35 IiJIGDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 Permit Type: #2343 P.001 /002 CEIVED JUL 19 2012 FBC 20 tO P e r m i t N o . \ N I S ' �- - 13 L Master Permit No. ROOFING JOB ADDRESS: 1 fpCo 11.41041 a B S4 -eci- rr ar r i .r ham City: Miami Shores County: Miami Dade Zip: 33 IS' Cam. Folio/Parcel#: 1 1- x3101 - 014. - 0 040 Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (.Fee Simple Titleholder): (3 L tQ, ec1 t+ Utz l C 1 tl4T6Cfet 3 o-'- 4Ce3• 442.2-5~' Address: o City: ; State: i Zip: 331 Tenant/Lessee Name: Phone#: Email: ; CONTBACTOR: Company Nanie: A Cy r+ m$P` O"*hone#:3o5 - $03 - 8b4-e Address: 1 t. W 1 .S"�- r► enioN(Cl,. -v; State: P. L. Qualifier Name: Pea •Ca Gs aol0'y State Certification or Rem ration #: GCC:Wr 13 A Cir o Z q Contact PhttgiP - . 1e/ 34-144 $ Email Address: DESIGNER Architect/Engineer: Zip: 3 31,1 Phone#: 3QS- 803 - Sole !Certificate of Competency #: rv"*drtecitA - ean ea+0 3- calr�r,, Phone#: Value of Work for this Permit: $_,5a0,,c22 Square/Linear Footage of Work: Type of Work: °Addition °Alteration New 1t+i Description of Work: 1 r'1S 1 en' O0le- °Demolition Color thru tile: #*+l** * * * ** *1110*** * **** * * ***** ***B*$ ***ISM*** ******* ***k ***i**3 **111* ***** l b***** Submittal Fee $ Permit Fee $ 1 0 ' 1• CCF $ Scanning Fee $ Radon Fee $ • DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 1 - CO /CC $ Bond $ •f 0 4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to ' achment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w i occurs seven (7) days after the building permit is ed. h. , •sence of such posted notice, the inspection will not be ajp oved and a reinspection fee will be charged. �, iv Signature 4h`,\ Signature Airy 11 Owne or gent .. Contractor The foregoing instrument was ackno - dged before me this ! (841 , The foregoing instrument was acknowledged before me tthhis God alof J ( , 20 j, by rn I C.!'7Ge ( B> �l lei .i, of J `,d i 1 , 20 ,�, by Pc-of ✓o G oc o ./ who is p ersonally kno to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (-4,,t, a tai,r-butc. 2e�y--)i My Commission Expires: 'l % � WANK A'' MY COiMMIS sON # EE000573 7 1 -.6 EXPIRES October 01, 2014 (407)398 -0153 Ftondallota ySerme.com who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY \Z-"/, 74/ J / Z • Plans Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Q. rb" , ' Print: o h a: /4- bi--4411c My Commission Expires: 9 RONNO A BLANK " Y+i OMMI*s*s*10v # EE000573 `* am EXPIRES October Florida NotarySennce.com (4071'3613,',3 oning Clerk c_ Cr_ 0 ,------ / ..• / • . .. -/ •1 /1 / / , / , / ' . , / ,•",,,,c/ii \ ../ / / /' • ../,/ '41111\ C -N \ - 9 ' - - Snores Village t: BY :17:LDC3 DEir,T'T ‘7"-/V S J.5,1E-CT 10 C.,C,N,IP1 li-NNCE \NI 11-I STATE AND Li_..T3t,i , 1 7_,LES AND ALL FEDERAL REGULATIONS Florida Building Code Online BCIS Home Busines ' Professiona Regulation "ROSE effldently, .egula.e Page 1 of 2 Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14940 -R1 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Comments Archived Product Manufacturer JELD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com Technical Representative JELD -WEN Corporate Customer Service Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535 -3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS -201 1994 TAS -202 1994 TAS -203 1994 Equivalence of Product Standards Certified By http : / /www.floridabuilding.org /pr /pr_ app _dtl.aspx ?param= wGEVXQwtDquZRj 59 %2fDrx... 7/19/2012 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 03/12/2012 04/05/2012 04/16/2012 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14940.1 Steel, Wood Edge Door 3' -0" x 6' -8 ", Opaque or Glazed, Out -swing Impact Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Certification Agency Certificate FL14940 R1 C CAC NI010755.01.PDF FL14940 R1 C CAC NI010755.02.PDF Quality Assurance Contract Expiration Date 01/31/2014 Installation Instructions FL14940 R1 II 3W152011FL.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14940 R1 AE PER 1478 -R1 cert.pdf Created by Independent Third Party: Yes Rack Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Copvriaht 2007 -2010 State of Florida. :: Privacy Statement :: Accessiblllty Statement :: Refund Statement Under Florida law, e-mail 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 mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster0)dbpr.state.fl.us. Product Approval Accepts: iI scurrti nur E Cred AVE http : / /www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDquZRj 59 %2fDrx... 7/19/2012 NOTICE OF PRODUCT CERTIFICATION -- CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: NI010755.01 10/14/2011 Structural JELD-WEN 104-3 To verit'y that the "Notice of Product Certification" is valid, please visit www.NAMICertitication.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. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION .1ELD-WEN Doors 3737 Lakesport Boulevard Klamath Falls, OR 97601 JELD-WEN's Wood-Edge Steel Impact Rated Opaque Out-Swing Side Hinged Door Configuration: X Frame: W-953mm(37.5") II-2076mm(81.75") Panel: W-908mm(35.75") 11-2007mm(79") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Water Penetration Resistance Test Pressure = 478 Pa(IO.OpsI) Product Tested By: Report No: Installation Details: Expiration Date: Certified Testing Laboratories CTLA718-W JW152011FL January 31, 2014 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 JELD -WEN DOOR INSTALLATION DETAILS STEEL 24 GA., WOOD EDGE OPAQUE & GLAZED UP TO 3 " -0° X 6 " -8° OUTSWING IMPACT RATED GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) WITH THE 2008 TEXAS REVISIONS, EFFECTIVE JANUARY 1, 2008 AND THE CURRENT FLORIDA BUILDING CODES (FBC) AND HAS BEEN TESTED TO TAS 201 -94, TAS 202 -94, TAS 203 -94, ASTM E330-02, ASTM E331 -00, ASTM E1888.02 AND ASTM E1996 -02. PRODUCT MEETS °HIGH VELOCITY HURRICANE ZONE° (HVHZ) REQUIREMENTS. 2. 1X AND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST BE EQUAL TO OR GREATER IN DENSITY THAN GRADE 2 SOUTHERN YELLOW PINE. 3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 1. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3/16 " —■I 4. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP. EXAMPLE: 5. CORE DESIGN: EXPANDED POLYSTYRENE WITH 1.0 TO 1.25 LBS DENSITY, BY JELD -WEN INC. 6. FACE SHEETS: 24 GA (0.021" MIN) THICKNESS. GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD STRENGTH FY(AVE)=40300 PSI. 7. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS INCLUDING FINISHING REFER TO JELD -WEN DOCUMENT #JII108 (INSTALLATION INSTRUCTIONS FOR PRE -HUNG ENTRY DOORS FOUND ON THE JELD -WEN WEBSITE: JELD- WEN. COM /LEARN/RESOURCESRNSTALLATION & FINISHING/.) 8. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, SHEET 1. 371/2" MAX. O.A. FRAME TYP. 1 OVERHANG LENGTH OVERHANG RATIO OVERHANG HEIGHT DOOR HEIGHT TABLE 1 DESIGN PRESSURE RATING (DP): OUTSWING POSITIVE NEGATIVE SINGLE DOOR WITHOUT SIDELITE(S) 49 STATES FLORIDA 60 * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (01-1) RATIO = OH LENGTH + OH HEIGHT IS g 1.0 COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. NON - COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2 2x W0013 SUB BUCK (GRADE 2 SOUTHERN YELLOW PINE) WOOD AS REQ. 3 1x WOOD SUB BUCK (GRADE 2 SOUTHERN YELLOW PINE) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 410 X 2° PHILLIPS FLATHEAD WOOD SCREW STEEL 3 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 8 49 X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 21 9 1° OVERALL IMPACT GLAZING BY ODL GLASS 1 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 5/8" MIN. GLASS BITE ODL REDISEAL INTERIOR FOAM GASKET SIDE 1/8° TEMPERED GLASS NOTE: SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED 37 1/2" O.A. FRAME SIZE 10 1/2" TYP 3 "TYP. ALEXSPYROU 2012.04.03 16:0629 - 04'00' 0 O IMPACT 24 GA. STEEL DOOR INSTALLATION PART OR ASSEMBLY: ELEVATIONS & ANCHORS GENERAL NO m / 0.509° AIR SPACE (2) 1/8° ANNEALED GLASS 0.090 PVB INTERLAYER BY SOLUTIA (NOA 08- 0206.01) OPAQUE FULL LITE 3-0 X 6-8 ELEVATION OUTSWING SINGLE (X) ODL IMPACT ALLEN FRAME GLAZING DETAIL MAX. D.L.O: 20.50" X 62.50" SHEET INDEX SHEET # DESCRIPTION 1 GENERAL NOTES, B.O.M., ELEVATIONS & ANCHOR LOCATIONS 2 OUTSWING INSTALLATION IN WOOD 3 OUTSWING INSTALLATION IN MASONRY /CONCRETE 0 m 0 11 1/2° TYP. 6° 1.1.011717513. W.78101 T P.113Y°9AVP.91P.. III: �4 � N _. 4 -3 -12 3 -0 X 6-8 OUTSWING (22) ANCHOR LOCATIONS TALE 1.` 4, ; -3 -10::1 0 z DATE: 06/10/2011 ,CA, =: NONE DWG. BY: G.LUBBECKE CHK. BY: S.SAFFELL DRAWING NO.: JW152011FL SHEET 1 OF Certification No: NI010755 /.01/.02 Reviewed By: TDW Date Reviewed: 04/05/2012 1" MIN. -- 1 1/2" MIN. EMB. INTERIOR 1" MIN. 1/4" MAX. SHIM SEE NOTE #4 ON SHEET 1 EXTERIOR EXTERIOR SINGLE (X) UNIT VERTICLE CROSS SECTION HEAD JAMB OUTSWING SHOWN 0 4X HINGE DETAIL 3 REQ'D 1 1/2" MIN EMBED. 0 i SEE NOTE #4 ON SHEET 1 INTERIOR EXTERIOR 1 1/2" MIN. EMBED. aX iii , i gl( Ards pi 0 0 0© -,,,,iii:, Mg; ing OTE: WOOD OR STEEL BOTTOM RAILS MAY BE USED 1" MIN —I 1" MIN OUTSWING SINGLE (X) UNIT VERTICAL CROSS SECTION SILL a© 1/4" MAX. 1/4" MAX. SHIM SINGLE (X) UNIT SHIM HORIZONTAL CROSS SECTION OUTSWING SHOWN 1" MIN. NOTES: FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETE)MASONRY OPENINGS, SEE SHEET 3 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ITEM #6, ( #10 X 2) ONE SCREW TO BE INSTALLED IN EACH HINGE, CLOSEST TO WEATHERSTRIP. ®AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. 1" m10010755-.01-.02 Dwg INTERIOR 1 1/2" MIN. EMBED. FLLSPYROU 83101 12f VG flV P IX"AVH. "wrenvaw ThS tn uiw No =•v: 1:1>.• STATE OF 1. 0• ,4, 4-3-14. t 0 w 6 0 a z 0 X a PART OR ASSEMBLY: m In z 0 tm O z DATE: 06/10/2011 SCALE: NONE Dwo. ay: G.LUBBECKE CHK.av: S.SAFFELL DRAWING NO.: JW152011FL SHEET 2 OF Certification No: N1010755/.01/.02 Reviewed By: TDW Date Reviewed: 04/05/2012 INTERIOR 1 1/4" MIN. EMBED 1" MIN. 1" MIN. 1" MIN. 1" MIN. MUM 1/4" MAX. SHIM SEE NOTE #4 ON SHEET 1 SINGLE (X) UNIT VERTICAL CROSS SECTION HEAD JAMB OUTSWING SHOWN 1° MIN. 1" MIN. 1" MIN. 1" MIN. CONCRETE/ MASONRY BY OTHERS TYP. EXTERIOR 3X 0 4X INTERIOR 1 1/4" MIN. EMBED EXTERIOR OTE. WOOD & STEEL BOTTOM RAILS MAY BE USED —{ 1" MIN --- 1" MIN OUTSWING SINGLE (X) UNIT VERTICAL CROSS SECTION SILL HINGE DETA 3 READ O ©O VIP' are Iio 1 P 0 1" MIN. 1" MIN. 1" MIN. I 1" MIN. 1" MIN. 1" MIN. 1" MIN. ONCRETE/ MASONRY BY OTHERS 1 1/4" MIN. EMB. 1/4° MAX. SHIM SEE NOTE #4 ON SHEET 1 CONCRETE/ MASONRY BY OTHERS 1" MIN. SINGLE (X) UNIT VERTICAL CROSS SECTION OPTIONAL 1" BUCK OUTSWING SHOWN °lir kill 1" MIN. 1° MIN. 1 1/4" MIN. EMBED 1 1/4" MIN. EMBED. 1/4" MAX. SHIM `SEE NOTE 04 ON SHEET 1/4" MAX SHIM SINGLE (X) UNIT HORIZONTAL CROSS SECTION OUTSWING SHOWN NOTES: 17/0PTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ITEM #6, ( #10 X 2") ONE SCREW TO BE INSTALLED IN EACH HINGE, CLOSEST TO WEATHERSTRIP. IDAT SILL PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. 1" MIN. 1° MIN. I1" MIN. 1 1/4" MIN. 1" MIN EMBED. SEE ITEM #4 ON SHEET 1 11/4" MAX. SHIM MIN. EMBED `"I SINGLE (X) UNIT HORIZONTAL CROSS SECTION OPTIONAL 1" BUCK L ALEXIS Si 102967 ‘ j‘O at :.may" SEE NOTE #4 ON SHEET 1 1" MIN. O 0 S 6 0 0 a PART OR ASSEMBLY: INSTALLATION IN MASONRY /CONCRETE m 4 -3 -12 1/4" MAX. SHIM CONCRETE/MASONRY 1 1/2" MIN BY OTHERS EMBED OPTIONAL MASONRY /CONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB DATE 06/10/2011 SCALE NONE (r) z 0 Ln Dwa. ay: G.LUBBECKE CHIC HY: S.SAFFELL DRAWING NO.: 7W152011FL SHEET 3_F 3 Certification No: NI010755 /.01/.02 Reviewed By: TDW Date Reviewed: 04/05/2012 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Product fl of ion R p Jeld -Wen Inc. Steel Wood Edge Impact Glazed & Opaque Outswing Door ALEX SPYROU 2012.03.12 11:53:49 - 04'00' Report No. 147 1 Florida Building Code 2007 & 2010 Category: Sub — Category: Product: Material: Product Dimensions: Exterior Doors Swinging Exterior Door Assemblies Steel Wood Edge Impact Glazed OS Door Wood /24 Ga. Steel 37.50" x 81.75" Prepared For: Jeld -Wen laea 3737 Lakeport hid. Klamath Falls. Old. 97601. Prepared by: Alexis Sy ro:a, P.E. Florida Professional Engineer # 68101 Date: 03/02/2012 Contents: Evaluation Report Pages 1— 4 Installation Details Pages 5 Alexis Spyrou, P.E. Florida No. 68101 BUILDING DROPS r A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 03/02/2012 Report No: 1478 -R1 Manufacturer: Jeld -Wen Inc. Product Category: Exterior Doors Product Sub- Category: Swinging Exterior Door Assemblies Product Name: Steel Wood Edge Impact Glazed & Opaque Outswing Door (Impact) 37.50" x 81.75" Scope: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Jeld -Wen Inc. Limits of Use: Alexis Spyrou, 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 2007 & 2010 Florida Building Code. See Installation Instructions JW152011FL, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 & 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 2007 & 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW152011FL require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW152011FL for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 03/02/2012 Report No: 1478 -R1 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code 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: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330 -02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -02 • ASTM E 1996 -02 Reports to qualify use of Steel Wood Edge Doors: 1. Product Testing performed by National Certified Testing Laboratory, Inc. Report #: NCTL- 210 - 3195 -1, Report Date: 09/28/2005 Report #: NCTL- 210 - 3195 -1A, Report Date: 09/28/2005 2. Product Testing performed by Quality Testing, Inc. Report #: SJW2009 -200, Report Date: 01/18/2010 3. Product Testing performed by Certified Testing Laboratories Report #: CTLA718W, Report Date: 11/18/2001 4. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 & 2010 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 03/02/2012 Report No: 1478 -R1 Installation: 1. Approved anchor types and substrates are as 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 (JW152011FL) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 03/02/2012 Report No: 1478 -R1 Installation Method Jeld -Wen Inc. Steel Wood Edge Impact Glazed & Opaque Outswing Door 3" TYP. i 3/ FRAME -...-- l/L V.H. SIZE 10 1/2" TYP. — - 1 X T I TI - OUTSWING: 81 3/4 --6" TYP. 3" TYP. Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5