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WS-16-2351 Permit NOMS-8-16-2351 y� Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE ' ' p Work Classification:Door Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 �ORlDA Issue Date:8/3112016 Expiration: 02/27/2017 Project Address Parcel Number Applicant 109 NE 104 Street 1121360130710 JEFFREY CLARK ADRIANA MAF Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JEFFREY CLARK ADRIANA MARIA 109 NE 104 Street — --- MIAMI SHORES FL 33138-2028 Contractor(s) Phone Cell Phone Valuation: $ 2,009.25 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: 0 Type of Work:CHANGE OUT DOOR,NO SIZE CHANGE. Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-8-16-61068 DBPR Fee $2.00 DCA Fee $2.00 08!22/2016 Check#:22896 $50.00 $82.80 Education Surcharge $0.60 08/31/2016 Check#:23069 $82.80 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $132.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is a hat all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-n o o e ork stated. August 31, 2016 Authorized Signature:Owner / Applicant / ntr for / Agent Date Building Department Copy August 31, 2016 1 _POS�`uN Ec;TION RECORD — PermltNO.WS-8-16-2351 it Miami Shores Village Permit Type:lMlndowslShutters 10050 N.E.2nd Avenue Work Classification:Door Replacement Miami Shores,FL 33138-0000 nr �� Phone: (305)795-2204 Fax: (305)756-8972 Issue Date: 8I31I2016 Expires: 021271201 7 � OP .ORIDp' 6PECTION REQUESTS: (305)762-4949 or Log on at https:llbldg.miamishoresvillage.comlcap �iQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. .Requests must be received by 3 pm for following day inspections. Parcel #•1121360130710 Windows/Shutters ' Owner's Phone: Owner's Name:JEFFREY CLARK ADRIANA MARIA RAMIREZ Total Square Feet: 0 Job Address: ���� otal Job Valuation: $ 2,009.25 r. s Bond Number: yy I ALLOWED: Y THROUGH FRIDAY,8:00AM-7:00PM. Phone "' Pr a Co r, WDAY 8:OOAM-6:o0PM.actOr s RK IS ALLOWED ON SUNDAY OR HOLIDAYS. J&G CARPENTRY INC (561)333= � � ' ' •,«kpr� BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. 04034 &f Co \Akvke4t!� 1,7//� Q4 Fv Ali ✓ "J D , LY AVAILABLE. IT IS NO INSPECTION WILL BE MADE UNLESS THE PERMITR KHAT WORK IS ACCESSIBLE DISPLAYED AND EXPOHAS BEEN AP SEDDFOR INSPECTION P. PLANS ARE URPOSES. NEITHER THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSU THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIA REQUIRED TO ALLOW INSPECTION. NOTICE OF WARNING TO OWNER: YOUR FAILURE TO RE CE FOR IMPROVEMENTS; COMMENCEMENT MAY RESULT IN YOUR PMENCEMENT MUST BE RECORDED' YING TO YOUR PROPERTY. A NOTICE OF COM AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. RYAN INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR YENDER OUR NOTICE OF, ATTORNEY BEFORE COMMENCING WORK OR RECORDING COMMENCEMENT. `~`1 ENGINEERING EXPRESS DEC December 08, 2016 13Y: ...... . .. ...... J&G Carpentry, Inc. 13461 79th Court,N •• • .... . ..... West Palm Beach FL 33412 ' .. .. .. . ...... Regarding: Clark- Ramirez Residence ••• 109 N.E. 104 Street • Miami Shores, FL •• • Attention: Building Department Official This office has approved the replacement of a 2x4 wood buck with a 2x6 pressure treated wood buck Southern Yellow Pine#2 (or better)to be installed at the door header of an entry door at the above-mentioned project,provided the following criteria are met: • Buck must be attached 5" from the ends and 8" along the balance using '/4" x 3 1/4" Elco Ultracon anchors with a min. distance of 1"from any wood edge, and a min.penetration of 1 '/2" into the existing wood substrate (by others). • Door frame size may not exceed 33 %"wide by 803/4"tall. • Required site pressures must not exceed+39.0/-51.5 psf at each affected opening. • The buck shall provide full support of the door frame. .J Except as expressly provided herein, no additional certifications or affirmations are intended. Final approval shall be at the discretion of the governing authority having jurisdiction as inspection of work completed under permit has been performed by others. Please note that the installation of the door shall be in accordance with the manufacturer's recommendations. Thank you for your attention to this matter. Respectfully, ,��`1�� r►i r r r r r���ii, BUILDING REVIEW ENgF QO� �9l�i(o DEC 0 8 2016 = APPROVED DAT No. 46549 Frank L. Be ENGINEERING EXPRE 10 . STATE OF PE#46549 I Cert. Auth. 9885%'(; OR`OP 16-3838 ��1''SS/O N AL rrrriirn►��� 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V:TRROJEC-1SaESS CLARK-RAMIREZ RESIOENC—ETTER1103B]SC LETTER p X NES APPS Miami Shores Village a G ois Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20,q BUILDING Master Permit No. 2 3- / PERMIT APPLICATION Sub Permit No. [2�6ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-JPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: log ML" toy '54 City: Miami Shores County: Miami Dade Folio/Parcel#: 11- 21,36-013 -0110- Is the Building Historically Designated:Yes NO Occupancy Type: Load: JJConstruction Type: Flood Zone: BFE: FFE::� OWNER:Name(Fee Simple Titleholder): RPM I/-�Z Phone#: Address: ��� � /0q .S City: W 14 yr i /h S State: Zip:-33/,3k Tenant/Lessee Name: Phone#: Email: r CONTRACTOR:Company Name: Ct �+.~3 ) Phone#: J Address: ��i 3> AA .C`\ '?Ci " tj City: 1,�.1L\ T�� �C�C� State: Zip: Qualifier Name: c rq�C- Sli�t�� Phone#: State Certification or Registration#:S) L - -C C5 a� 3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ (9009. Square/LinearrFF,000tage of Work: Type of Work: El Addition El Alteration ❑ New E Repair/Replace F-1Demolition Description of Work: tI o - Specify color of color thru tile: a Submittal Fee$-! (30 Permit Fee$ C�) CCF$ 1 ' ?��� CO/CC$ -yam Scanning Fee$ '::T - CA�i Radon Fee$ Z' DBPR$ �'w Notary Technology Fee$ 2-• (4 U Training/Education Fee$_0 . 60 Double Fee$ Structural Reviews$ Bond$ X✓ TOTAL FEE NOW DUE$ e O (Revised02/24/2014) e 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 Signatur'14��c�� OWNER or AGENT - CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this C� �day of GU 20 (6 ,by ( �day of .20 /(Q by NA,.Jr--,who is personally known to who is personally known to me or who has produced - �" me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PU IC: NOTARY PUBLIC: Sign: ..II Sigq:-�e� :::2 7 07 / Print: S( (�b�� py"-fa �� Print: c/ Seal: Seal: mot"aYPOe�.c ANGELAYOUNG roe,pg Pu,,o Notary puntir.State of Florida _ Q * MY COMMISSION#FF 951^69 Sindia Alvarez N, °e EXPIRES:April 12.2(!_0 cZV,�Qa MyCommissior FF156750 9lFOFF��Q` Bonded ThruBudget Notary Serices 910312018 *sss*s**sss*ssss s *** s* s sssssssssssss***ss*s*****ss**s***s****sssssss********ssssss APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) PropertySearch Application- Miami-Dade County http://www.miamidade.gov/propertysearch/#/reporVsw=ary ;/ P P R A I S E R GHPICE OF THE PROPER Summary Report Generated On:7/26/2016 Property Information Folio: 11-2136-013-0710 109 NE 104 ST Property Address: Miami Shores, FL 33138-2028 JEFFREY F CLARK Owner ADRIANA MARIA RAMIREZ Mailing Address 109 NE 104 ST MIAMI SHORES, FL 33138 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths i Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,457 Sq.Ft Living Area 1,214 Sq.Ft Adjusted Area 1,330 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft ( 2016, 2015 2014 Year Built -- -- 11940 County Exemption Value $50,000; $50,000 $50,000 Assessment Information Taxable Value $133,128 $131,856 $130,413 Year i 2016 2015 2014 School Board Land Value1 $198,007 $163,894 $154,253 Exemption Value $25,0001 $25,000 $25,000 Building Value 1 $92,568 $92,568 $90,174 Taxable Value $158,128; $156,8561 $155,413 XF Value ! $621 $62 $63 City Market Value i $290,637 $256,524 $244,490 EXemption Value $50,0001 $50,000 $50,000 Assessed Value $183,128 $181,856 $180,413 Taxable Value $133,1281 $131,856 $130,413 Regional Benefits Information Exemption Value $50,0001 $50,000 $50,000 Benefit jType 2016 2015 2014 Taxable Value 1 $133,1281 $131,856 $130,413 Save Our Homes Assessment $107,5091 $74,668 $64,077 Cap ,Reduction Sales Information Homestead !Exemption $25,000 $25,000 $25,000 Previous Sale I Pricei OR Book-Page Qualification Description Second Homestead I Exemption $25,000 $25,000 $25,000 04/17/2012 $225,000; 28083-3458 Qual by exam of deed Note: Not all benefits are applicable to all Taxable Values(i.e.County, School 12/01/1988 $69,9001 13936-3898 Sales which are qualified Board,City, Regional). 12/01/1973 1 $41,000 00000-00000 Sales which are qualified Short Legal Description 06!01/1973 1 $28,5001 00000-00000 Sales which are qualified MIAMI SHORES SEC 5 PB 10-47 LOT 16&W1/2 LOT 17 BLK 121 LOT SIZE 75.000 X 123 OR 13936-3898 1288 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Version: 1 of 1 7/26/2016 2:40 PM SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 10 NO. H6322-13631 -------------- -- ---- ------------------------ Store 6322 N MIAMIBISCAYNE Phone:(305)981-2959 12055 BISCAYNE BLVD Salesperson:LMM4LI MIAMI,FL 33181 Reviewer:SBBOAD "'a "°"P°°° REPRINT RAMIREZ ADRIANA Aw° 109 NE 104TH ST `"°"`Pa°"° (305)632-3469 Cany-ry N.— 0� MIAMI SHORES JobDiQ'""°" DOOR INSTALLATION 2018-07-27 08:57 FL zip 33138 County MIAMIDADE IN S TA 4,LiER tMLA o-01" REF#101 STOCK MERCHANDISE TO BE DELIVERED: REt?# ,. :QT 1, Rt t3N.' Pf TAX`P EXTENSION R02 0000-155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD/ A $5.47 $16.41 R03 0000-168-335 3.00 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD/ 5.47 $16.41 R04 0000-252-677 21.00 LF 1-1/4 X2 PFJ WM180 BRICK/ N $1.63 $34.23 R05 0000-565-411 21.00 LF 11/16X2-1/4 PFJ WM327 CASING/ A N $0.80 $16.80 SIO-MDSE TO BE DELIVERED: REF#S07 ESTI VAL DATE:08/02/2016 P.O.#22521585 Cmmy" W.' 'I PT16 IPTiO PI .ITAXI PRICE;EACH EXTENSION S0707 0000-933-166 1.00 EA NA/33.5X80.5 STEEL SINGLE DOOR UNIT Ly, .5X80.5 STEEL A N $958.39 $958.39 SINGLE DOOR UNIT LEFT OUTSWING# S0708 0000-933-166 1.00 EA NA/(CONTINUED)/33.5X80.5ST DOOR UNIT LEFT A N $0.00 $0.00 OUTSWING(CONTINUED CINFORMATION=NONE T DPRAT OVING=DP+60% PPR60,WATERRATED0OUMBER=14569 .1,WTSENT=D RCAO,DOORCALL- =3 HEIGHT=80,SIDELITECALL- HEIGHT=8 BOLTS=FALSE SILLDESCRIPT MERCHANDISE • $1042.24 DELIVERY INFORMATION: I DELIVERY DATIr,UTALLER.WILL SCHEDULE INSTALLER WILL DELIVER MDSE F INSTALLATION#101 AT TIME OF INSTALLATION. COW NMON NEXT PAGE- WILL CALL MEt2CHA P y �4R.1R1tfLL CALL vwu�an Item: n the store for?days only. MERCHANDISE.PICK;LJP Cheek your wrrent order status online at PROCEED To WILL CAI L'QR_ wwhomedepoteomlorderstatus $9"PE:DESK AREA w. ! . (P�4Custa�ers,,PITcTt ?�pt Pagel of 10 NO. H6322-13631 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:RAMIREZ Page 2 of 10 NO. H6322-13631 INSTALLER DELIVERY#1 -] (conhwed) REF#101 NOTE:UPON RECEIPT OF ALL S/O MERCHANDISE-INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLATION #1 REF#101 ESTIMATED INSTALL BEGIN DATE: 07/25/2016 ESTIMATED INSTALL END DATE: 08/24/2016 MERCHANDISE TO BE INSTALLED: REF# SKU QTY UM DESCRIPTION R02 0000-155400 3.00 EA 1X6-8FT PT WEATHERSHIELD R03 0000-168-335 3.00 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD R04 0000-252-677 21.00 LF 1-1/4 X2 PFJ WM180 BRICK R05 0000-565-411 21.00 LF 11/16X2-1/4 PFJ WM327 CASING S0707 0000-933-166 1.00 EA SO JW EXT STEEL IMPACT 14 DAYS OR LE S0708 0000-933-166 1 1.001 EAJ SO JW EXT STEEL IMPACT 14 DAYS OR LE BASIC INSTALLATION LABOR: SKU I DESCRIPTION QTY I UMTAX PRICE EACH 1 EXTENSION 0000-523 1 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS(SINGLE DOORS UP TO 1.00 EA N $145.00 $145.00 36"X96'/ 23 UPCHARGE FOR IMPACT GLASS UP TO 36"WIDE X 96"HIGH/ 1.00 EA N $90.00 $90.00 CUSTOM LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY I UM I TAX PRICE EACH EXTENSION 1 1 CUT STUCCO TO FIT 2X6X8 1.001 PAI N 1 $150.00 $150.00 INSTALLATION SITE NAME:I RAMIREZ ADRIANA INSTALL LABOR CHARGE: $687.00 ADDRESS: 109 NE 104TH ST TRIP CHARGE: $0.00 CONTINUED ON NEXT PAGE— Page 2 of 10 NO. H6322-13631 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:RAMIREZ Page 3 of 10 NO. H6322-13631 FPHONE: AMQ cam. #101 MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $50.00TY: MIAMIDADE SALES TAX RATE:7.001 TAX:Merchandise-N LABOR- • $637.00 786 2809710 ALTERNATE PHONE: 305 6323469 INSTALLER SPECIAL INSTRUCTIONS: FL#14569.1 d��ff . . .END OF fNSTALL#1 •. REF#106 ESTIMATED INSTALL BEGIN DATE:07/25/2016 ESTIMATED INSTALL END DATE: 08/24/2016 BASIC INSTALLATION LABOR: -_ .0 '" TAX PRtCEEACH,I EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: N: r Gr DESI RIRTiO QTY UNIT TAX,,0RICE EACH' EXTENSION 7 PERMIT FEE/ 330.00 EA N $1.00 $330.00 `ttfrfN,St]ENAlNEs`RAMIREZ ADRIANA INSTALL LABOR CHARGE: $330.01 ADDRESS: 109 NE 104TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSITIMEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.001 TAX:Merchandise-N LABOR--N • 330.01 PHONE: 786 2809710 ALTERNATE PHONE: 305 6323469 OF INSkTALL#2 Page 3 of 10 NO. H6322-13631 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:RAMIREZ Page 4 of 10 NO. H6322-13631 TOTAL CHARGES OF ALL MERCHANDISE &SERVICES Policy Id(PI): •'W=M91IF-141 $2,009.25 A:90 DAYS DEFAULT POLICY; SALES TAX $0.00 TOTAL $2,009.25 BALANCE DUE $0.00 'The Home Depot reserves the right to limit/deny retums.Please see the return policy sign in stores for details.' END OF ORDER No,H6322-13631 Page 4 of 10 NO. H6322-13631 Customer Copy F2" " Imo\ Lu < Lc) J - r I _ i AUG 2 2 2016Ll - BY: E REPLACE DOOR IN 1 OPENING ONLY. © CCL NEW DOOR TO BE IMPACT RESISTANT.. LJ Li p. HURRICANE SHUTTERS NOT REQUIRED. > 0 Li C C7 , a z c� _ a � C _ < I Q N nn, P) OPENING PRODUCT DESIGN OP G SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. I FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 1 32 80 17.78 1 5 39.0 1 -51.5 FL14569.1 60.0 1 -60.0 FLORIDA ROOM-LSMI • • •••• •••••• REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS • • • • • NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. • ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS IN1'AGQI4CRElj-: •••• • • WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS.....• .. . ..:•• • SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES • ' • "'••• DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES : ••• • :•.••: MEAN ROOF HEIGHT 12 FT 2 IN CLARK RESIDENCE 109 N.E. 104TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA abriels 06/3012015 h.4ED. 9FLORIDA3QcBUILDING CODE (2014) Series ASCE t7 910 "ASD" 5 WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES(PSF -ZONE 4 Mean DESIGN PRESSURES(PSF -ZONE 5 INSTRUCTIONS FOR TABLE USE: [DEQ ---�„- Tribute 1. TABLES ARE INTENDED TO TME�WORST CASE'PRESSURES.'WORST CASE'IS Roof Tributa Area 5 Ft Roof Area 5 Ft) DEFINED AS THE CR t`CON41TI0 WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 �+ -•45 50 - 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO d TONS-RfFQU FOR LTH THESE TABLES. 3 -53. -51.5 50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2. TABLES VALID ) Ll FO 13 9` F ROOF HEIGHT AS LIMifED ABOVE. -43.4 -42.4 -41.6 -41.1 -40.6 -4 . � 0-15It 3 TABLES VALID F R 0 " E9�&. APPLICABLE REDUCTIONS FOR ROOF SLOPES 0-15 k +40.1 +I +38.2 +37.7 +37.2 + # +40. +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 LESS THAN 10o SHA B . ED e�AME INEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 -42.2 3.6 -41.1 -4 . ==404 `.1 -54.4 .2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE Bl�I G.M ,jjAVE ISE) OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft }�'" �f�g 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFIED(USE^T♦�L*'PEAK F E T. +40.6 +39.5 +38.8 +38.2 +37.7 + . -+36'9-h 6.6 t 6 •,_` _ 5. ALWAYS ROUND 1Ctpr EIGHT$ IF, TAT¢ LE VALUE OR CONSERVATIVE ASSUMPTION. -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 -._Q0= •3 17 ft -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRI$UTAI'{Y, Rf�TiE OPENING IN QUESTION(HEIGHT'WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 1-* 6.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MUttIP EO"�Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3j.USE THE AREA BETWEEN STRUCTURAL -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 18 ft -55.7 -S3.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -4Z.7 -42.2 -41.9 -41.5 -41.3 19 ft -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING I5 TO BE 20 ft 20 It +q2.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL < -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft -57.6 -55.3 -53.7 -52.4 -51.4 -48.8- -49.2 -48.6 MUNICIPALITY IN ACCORDANCE WITH CODE. r 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 + R+39,5 +3 . +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. p 22 k -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft -58.1 -55.8 -54.2 -5(i.01 -9; r $00.33 �l4l!9:6 -49.0 O +43.4 +42.3 +41.5 +40,8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 + 1). '5 n3. 395 A9.2 +38.9 GENERAL NOTES: Z ` 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft -58.7 -56.4 -54.7 - 4; 51'.5 -SD'8 0.1 -49.5 +43.8 +42.7.4 +41.8 +41.2 +40.7 +4.0 -43.6 +3.3 -43.0 +43.8 +42.7 +41.8 + �, �D-W. .3 .'4" +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5:9`~51 d.0-'�SY.2` - -50.0 CRITERIA AS OUTLINED HEREIN. 24 k .� 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND -i +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 k +44.2 +43.1 +42.2 +41.6 +41.1 I '+Q0.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY =1 25 ft -48'4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 NOT VALID OCCUPANCIFOR HILLY TERRAIN. NTERNAL PRESSUES. TOPOGRAPHIC FACTOR Kzt=1.0 RE E COEFFICIR FLAT ENT(GCpIN USE O--+/-0 18)FOR USENLY. THESE D +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH (73 26 ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR m 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY m -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -4S.1 -44.7 -44.4 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. Z 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. ,(") -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LIS ,.F.IERIJN AHAr&BE•DE ATED_AND VERIFIED BY THE GOVERNING Z -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 •-44.8_ p� 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 + ^'z8 ft +45.7 +44.5 +43.6 +43.0 +4Z.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPART M Nfi LI_ RMIT HOLDER:TI/E):/W/ARRANTY FOR APPLICABILITY OF TABLE m +4.. 4L2 VALUE USE IS OFFE Q Ott 49.9 -48.7 -47.8 -47.2 -46.6 - f� 4S.i! x•4$•1 29 k 61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 5•THIS SPECIFICA O I N ET Y ER ANY PRODUCT APPROVED z 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +q¢. -+ :� +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE ER ED U MIrTED TEST CRITERIA AND OTHER i 1 ACCOOF THESE TABLE 30ft -50.3 -49.0 -48.2 -47.5 -47.0 4 4w6�1.:]-�''4``V.7 -8pyg5�4�C 30ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -5Z.4 VALUES WHICH IS TWBWIVEWIED:BY OT NF CCORDANCE WITH GOVERNING CODES. m +46.3 +45.1 +44.3 +43.6 +43.0 + +42r�2."sd1.8 {4 ..•t r +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 6.ADHERE TO ALL(,Q,C.i+Kl:Ip1PAC-T.P.RORE TEM ORDINANCES. -51.0 -49.7 -48.8 -48.2 -47.6 -4 :1� - :4&`b"' -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7•NO CERTIFICATION'ISLQFEi1 0 I GRTTY OF THE HOST STRUCTURE. r 32 ft v (• 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PROVID lAt1N,NO ADDITIONAL CERTIFICATIONS OR +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42 r 3 ..A2.1 AFFIRMATIONS ARE INTENDED. 35 ft -51.9 -50.7 -49.8 -49.1 48.5 -48.0 -47.6 -47.2 -46.9 35 ft -64.1 -61.6 +4.8 45. -57.3 -56.3 -55.5 -54.7 -54.1 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 HEIGHT WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL 40ft 53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 40ft -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 DIMENSION OR 3FT(lm).USE ZONE S IF AT ALL IN QUESTION.CONSULT MEAN +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 +49.2 +47.9 +41.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 k 67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT 45 ft ,a, µ ROOF +50.5 +49.1 +48.2 + .S +4E.S +4 .4 45.91 +4546 •45.2 • +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 r"r I HEIGHT -56.0 -54.6 -53.7 -St.9 -52.3 -51.fi -5303 r50 -50 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 O soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 +51.6 +50.2 +49.3 +485 +47.1 +04 +4?O 444 •46.2 • -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I 4 I 5 ® 4 55 k -57.1 -55.7 -54.7 -9R.t -56.6 -52.4 -52.4• -5 X51 j' S5 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 a ©0 ELE N 60k -58'2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60ft "71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 WALL ZONE FIGURES /�,� I M C +53.6 +52.2 +51.2 5077 11 .4 .8 +4 . +48.8 +48.4 +48.0 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 • • CD y O g d RK, • DRVWI CHKD DTE. 5TH ED. FLORIDA BUILDING CODE lb(MINEERING o m D O p INTfIiSUE•• • G TS OS/ 51 P2 �2014� �CG+G�O clr mADJUSTED HEIGHIE GSS• TSB 08/09/12 Ga7�7 CORPORATE OFFICE: uj A z T, REV 2014FBC DGM TSB 06/10!15 ASCE 7-10, CHAPTER 30 160 SW 12th AVENUE, SUITE 106 � �Z DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 0 D z m ••• • • • • MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 p 1 • • • • • z 1 THIS DICUMEN1IS THE PAbPE"(P ENGINEERMGIEXPRESS,• CERT OF AUTH N9885 ANDS NO F it &UCRI INNHOLEOR PAR•WIT4IOUT• O WR GN I I OF P1E&IN&EXPREZS.ALTOPAOON•,• ASCE 7 O E:HELLO@ENGINEERINGEXPRESS.COM p m m ADDITIONS,OR THERKINGS�O THIS�S(:1lMEI�ARE NO'* ENGINEERINGEXPRESS.COM MN PERMITTED AND INVALIDATE OUR CERTIFICATION. Florida Building Code Online yreww.u. m II �4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business, Professional '. USER P`blic User Par°val >F'r d.,cr cr Aconcacon Sr ar,::h>:.r.phCaucn L!ar>Application Detail FL# FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com MTechnical Representative JELD-WEN Corporate Customer Service M Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 ` customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing • • ••••• •••••• Certification Agency National Accreditation&Manage fri fifute • • •••'•• Validated By National Accreditation&Management Institute • :••••: •••• • •• ••••• • •••••• •• • ••••• • • • • • •• •• • •• •••••• Referenced Standard and Year(of Standard) Standard ;•';•; Yeah • • TAS 201 • �gi• ••a••� TAS 202 : ••• 1994 :.••.� TAS 203 •• • 4414 • • • Equivalence of Product Standards Certified By http://www.floridabuilding.org/pripr_app_dtl.aspx?param= GEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/20159:43:09AM] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# — — Model, Number or Name Description s----_ — -4 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6-0" x 6'-8" Limits of UseCertification Agency Certificate Approved for use in HVHZ:Yes / / FL14569 R7 C CAC: N1006255-R7 Certificate pdf Approved for use outside HVHZ: Yes t pp ;Quality Assurance Contract Expiration Date j Impact Resistant:Yes ( 09/30/2019 I Design Pressure: +60/ 60 !Installation Instructions Other: Product must be installed per manufacturer I FL14569 R7 II JiV0509 03 Insta_LDlji_ln_lldf kinstructions as stated on drawing 3W0509-03 Verified By: Hermes Norero 73778 { Y p Created b Independent Third Part Y: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf j Created by Independent Third Party: Yes 114569.2 I Contours Steel, Wood Edge Full Lite Door,Inswing, 6-0"x 6'-8" i Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL14569 R7 C CAC NIOO6255.02-R3 Certificate.udf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 I Design Pressure: +60/-65 Installation Instructions Other: FL14569 R7 II JW05O9-04 Installation.odf i Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes I Evaluation Reports FL14569 R7 AE PER3393.12df Created by Independent Third Party: Yes —�—' 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" ---------------_ - --- --------------------------------- ---- Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLIA569 R7 C CAC NI006254-R5 Certificate.i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 l Design Pressure: +50/-50 Installation Instructions Other: FL14569 R7 II 3WO509-01 SS 2015 0702.[2d F Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports •••••• FL14569 R7 AE PER3311.ndt•• 0000 00.0.0 Created by Independent Third Perty. Ye9• • •0 14569.4 Contours Steel, Wood Edge Opaque Door,Inswing/Oati6w ngr w/or w/o impact&Non- .� Impact Rated Glazed Sidelit",12'-0"X4_8" ;'•••; j Limits of Use Certification Agency CeftffllCAte • •• ••••• Approved for use in HVHZ:Yes FL14569 R7 C CAC NI64Jm�•NI01IQ62.03 Certifi4aa'ke Approved for use outside HVHZ:Yes Quality Assurance ConS%iAcjApiratibn*W% Impact Resistant:Yes 04/30/2020 • Design Pressure: N/A Installation Instructiois•:0 :• 0• Other: FL14569 R7 II 1W032ft2FL IMstallat y •••••• 4t Verified By: Hermes Nortro 73.778 • • • j Created by IndependHarty:rty: Yes••• :0 0 •: Evaluation Reports •„• FL14569 R7 AE PER3321.pdf Created by Independent Third Party: Yes 14569.5 _ — -Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4”x 8'-0" I Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011.061 (Z1vC rtifi a .ndf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param= GEVXQwtDquxTVBjriRcYg%2fDEHW1XNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/20159:43:09AM] Florida Building Code Online �— Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date M Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II JW072012FL Installation.( Verified By: Hermes Norero 73778 w j Created by Independent Third Party: Yes N Evaluation Reports I FL14569 R7 A- PER3322.j2df Created by Independent Third Party: Yes ! 14569.6 Contours Steel, Wood Edge I Opaque Door Outswing,w/or w/o Sidelite, 8'-11"x 6-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO1108 -Ri Certoficate.pdf Approved for use outside HVHZ:Yes j Quality Assurance Contract Expiration Date Impact Resistant:Yes I{ 08/31/2019 If Design Pressure: N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation.udf Verified By: Hermes Norero 73778 I Created by Independent Third Party: Yes ! Evaluation Reports FL14569 R7 AE PER3398.odf Created by Independent Third Party: Yes –' - - __. ...__ ..._._........ : 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/or w/out Sidelites, 8'-11"x 8'-0" Limits of Use Certification Agency Certificate j I Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011096-R1-NIO11096.01- Approved for use outside HVHZ: Yes R1. Certificate.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date i Design Pressure: N/A 08/31/2019 Other: Installation Instructions } FL14569 R7 II S-2108-01j)df Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports j FL14569 R7 AE PER3832.pdf I Created by Independent Third Party: Yes U-Ij Kai Contact Us:: 1940 North Monroe Street.Tallahas< F 3 Phone:850.487-1824 +� The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement::Refund Statement + Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: 0000 eChxt • • • • •••• 0000•• • • • 00 • tilt llrtL\'1:1tKir-5 • • • • 000.0• •• • 0000•• • • t44�ii�/�LLL777 •0••0• • • • 0000•• •1•• _ •• 0000• 0000•• •• • 0000• •• •• • •• 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• •• • 0000 • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW 1XNZW 1 DOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AMj NOTICE OF PRODUCT CERTIFICATION o CERT1An_ �,ACCgf CERTIFICATION NO: NI006255-R7 DATE: 10/14/2005 N CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN Y�r fM"..t�•�.� CODE: 104-3 REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit Iication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia lnterla%,cr/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf •""• . . .... .... . Large Missile Imp'aa'R4ted .• Product Tested By: National Certified Testing Laboratories 000 : Report No: NCTL-210-3195-I/SJW2011-070/W-1556/W-1565 •06000 ; •••• •••• . . Expiration Date: September 30,2019 ...... .. .... .. .. . .. .... . 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 JELDIVEN6 Steel CONTOURS STEEL DOOR,WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT M M rn UTILIZING COMPONENTS FROM ODL•INC.AND 74" MAX. OVERALL 0 > C'* ENDURA PRODUCTS INC. FRAME WIDTH o CO o M N 37 1/2" MAX. O: y N o FRAME WIDTH 36 1/2" MAX. rip ado m 35 3/4" MAX. PANEL WIDTH s v GENERAL NOTES PANEL WIDTH W/ASTRAGAL o N 0 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING k c t x CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WI co N IL LL THE FOLLOWING: S m TAS 201-94 Y TAS 202-94 TAS 203-94 2 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFFR S O = 20M /2" 20 1/2" Q AX MAX LOADS TO THE STRUCTURE. = 20M 2" O = = D.L.O. p,l p, _ L 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DE ILS. w 1'6 D.L.O. w w w W ~ ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRE ING INACTIVE ACTIVE p w j OR STUCCO. 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. Jr 1. tl �/ O � aC p 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY 3 '3 O '? \ < 3 HURRICANE ZONE(HVHZ) A C r C E C Z U 0 qJ 6.PRODUCT DOES NOT REQUIRE SHUTTERS 3 A' l 4t0438mm O pRESIDENTIAL INSULATED STEEL DOOR Common to all frame condi ns n to / n W 3 p m �o DDDR LEAF CONSTRUCTION: N�O w Z Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525 ! ��O commercial quality AKDO per ASTM 620 with average minimum yield o (Ao L)W strength Fy(ave)=30627 psi. A A A A to i- c0 Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density,by Jeld-Wen Inc. 2 4 2 4 2 4 0 a Panel Construction: The active and inactive panels are constructed from 24 GA REF $TRAGAL BOLT ITEM 12 m (0.021"min)galvanized steel.The face sheets at top and bottom are bent 90"over N c0 the top and bottom raks.Tho top rail measures 1.0"high x 1.688"wide.The steel S/A/CLB OUTSII/Nc UNIT W DOUBLE OUTSW/NC UN/T(XX) Z Z bottom rail measures 1.21"high x 1.668"wide.The Sides of the face sheets are roll SCALD- 112" =/'—O SCALE` 1/2" =/'—O'• O LD�3O O formed into the latch and hinge stiles which measure 1.00'high x 1.688'wide.The Z s p NV) �S interior cavity is filled with expanded polystyrene.The face sheets are glued to the O Z U Ofexpanded polystyrene.The panels are cut out for the two-piece OOL Aluminum FZ to ALLEN frame.Units are glazed with tempered and laminated impact 1"IG.On FROM THE EXTERIOR SIDE w a O p double door applications the inactive door is ffted with an extruded aluminum w w w 0 astragal of 6063-T5 alloy,manufactured by Endura. TABLE I DESIGN PRESSURE RATING N w a w w Frame Construction: The frames are constructed of fingerjointed pine jambs PROTECTION FDR WATER NOTES: measuring 4-9116"x 1.114".The head jambs are mortised and butt joined to • •• • • • •• v the side jambs,and attached With three(3)16GA 7/16"crown x 2"long • INFILTRATION IS REQUIRED 1 — ALL VIEWS FROM EXTERIOR. 900 w staples on each sloe.The threshhold is attached to the side jambs with • P090r*E • • • • .60.0 PSF 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION INM�7- T o three(3) 16GA 7116"crown x 2"long staples on each side. • • N�AT•/E • • • • -60.0 PSF MASONRY/CONCRETE. SEE SHEE4 FOR DETAILS.Glazing: ODL insulated/rte is 1"overall thickness,consisting of one(1) •• •• 3 — FOR VERTICAL ANCHOR IN 1X BU SORTkQn INpane of 0.125"tempered glass;0.5'air space;two(2)panesof0.125" TABLE OF C MASONRY/CONCRETE. SEE sl�4 FF �SF NLS. annealed with.090"PVB interlayer by Solutia.All lites are sandwiched glazed into the panels. SHEET it DESCRIPTION j ::' Ao DATE: 6/18/13 • ;• ICAL E v IOyS • ;iN r78' % 5 sr c.AS NOTED • • • 2 • VERTICAL @ROSS SECTION&BILL OF MATERIAL •• • _ DwG.By: EAG • •• H Iz T 0 S TIONS = o - ) •• • 4 • OPTIONAL 1XBON UCK IIVMASONRY/CCRETE CROSS SECTIONS %�(�teauE T�ST c1a.ay-.S. SAFFEL�e 5 ANCHORING LOCATIONS %��p C .rtrr `�: DRAWING NO.: 6 COMPONENT DETAILS Digitally signed >sj X el ae JW0509-03 Reason:I am approving this document � �7 1 OF 7 7 UNTC MPONENTS Date:2015.02.0911:14:M-05'00' FaP1:eEI�H•� .2957e • • • • • • • • • • • •• •• • • • •• •• ••• 6 • • ••• • • 1MIN. 1" MIN. Item DESCRIPTION Material 1" 1" 5 Q 1„ 1 SIDE JAMB I 1 4'x 4 9 16 FlNCERJOINTED PINE INE 2 HEAD JAMB 1 1 4 x 9 16 FINGERJOINTED PINE MIN. MIN. 19 w MIN: 1' MIN.�j 3 4 x 4 BUTT HINGE 12GA. .089 MINSTEEL ? I" 4 x 1' PHILLIPS TH R STEEL 0 19 35 5 10 PHILLIPS HD SCREW WITH 1 1 2 MIN. EMBED. ST L 0-0-0 1 1/2" 20 2 6 10 X 2 PHILLIPS FLATHEAD WOOD SCREW L c v O m O f'�N MIN. EMB. 1/4" MAX. 7 8 1. 3 PHILLIPS FLATEHEAD WOOD SCREW STEEL O rn , SHIM THK. 20 8 8X1 PHI 1 FLIT HEAD WOOD SCREW STEEL o d m In \ 2 9 COMPRESSION WEATHERSTRIP -LON DS-650 VINYL • a O OD m 11 OUTSWING THRESHOLD ENOURA ALUMINUM 1/4" MAXSEE Y -'" \ 2 12 ASTRAGAL THROW BOLT STEEL ROD p 5 16'x 18' STEEL 0 i Ln Ln m v c . 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL � SHIM THK. DETAIL A SEE ON HEAD JAMB ro L t x SHT. 7 26 14 16 Go. 71f6'CROWN x 2 LONG STAPLES STEEL m a LL DETAIL A 15 KWIKSET LOCK SERIES 400 STEEL E SHT. 7 26 16 KWIKSET DEADBOLT SERIES 780 STEEL 0 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y 1 5 9 2B 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD 30 21 34 9 NON COMPRESSION SHIM WOOD DOW 995 SILICONE SEALANT SILICONE 30 21 1 IMPACT IG ASSEMBLY BY ODL GLASS 0 21 1 8 TEMPERED GLASS G W o�- �- 21 24 3 8 LAMINATED ANN D GLASS GLASS rw�j al _ 21 21 25 LOCK BLOCK SOLID WOOD x 12 LG MOOD p g 2 W SEE = TOP RAIL LVL o C7 0 OF J X: BOTTOM 3 U 0 RAIL 25CA MIN A V DETAIL G EXTERIOR GLA L w . SHT. 6 = o SEE 28 EXPANDED P0.YSiYREM: LO To 1151fu DENSITY 8Y JEW-MFN �a cnw J DETAIL G XE TERIOR 29 STEEL DOOR PANEL SKIN MATERIAL 2SGA GALVANIZED STEEL a CL w y�- w 23 w SHT. 6 A-525 COMMERCIAL GLWJTY 0.021'MIN. THICK. p-m to 30 ALU 6063 IN AL111111" O O 23 31 LVL w?o} Uo ro 22 J 32 UT E(FINGER JOINTED LVL LVL ti N(x x �� \ 338 K 2 PHILLIPS FLATHEAD WOOD SCREW STEEL �-O W )-j 24 22 34 1/16-11W BU p N 00 1- TAPt.'ON W11H 1.25 MIN.EMBEDMENT STEEL p 04 INTERIOR 1 24 35 OPTIONAL 1 z WOOD BUCK WOOD j �at (a INTERIOR O Z IINNN� N r� 21 2 1 a O a >- O \ 21 HJ�o m 00 30 21 21 NOTES: O Z c-0 0 2B W 30 21 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR L---9N SPACING (ITEMS #5 & #34), SEE SHEET 5. 29 0-� 27 2LT y FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN62M V) Z 27 29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. w -dI S 'low w V) 3 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW w Q w w � 11 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 5 •• ••• • • • • •• EMBEDMENT IS ACHIEVED. Lna t • • • • • • • 1 t 0 1 • • • • w • •• • • • - aO04 �O •• 000 • • • • ``` NtF u1 �' 1 1/2" MIN. EMB. ��� SES ��i w o.14-451 19P0% WE6118113 •• • • ••• • • Z, • • • • • A • • 7 s scALE:AS NOTED •• • • Z m • - - OCG.BY: EAG 1" 1" ••• :• 0 • • �•L•MIIQ.•• 1" MIN. I T/tT crxc.er:S. SAFFEL MIN. MIN. • � j DRATANG NO.: 3 A V s B V .�.D � JW0509-03 2 IYOOD FRAAfB INSTALLATION SCALE. 6" =f'-0" • • • • • •COACRETE INSTALLATION SCALE.' 6" =f'-0" FB E�f/NM1A1C '..178 SHUT 2 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 3 5 1MIN?_���------ 1/4" MAX. LTMAX._I MN. I` 5 3 4 I SHIM SEE DETAIL A 15 SEE DETAIL A SHIM 1" SHEET 7 22 .- MIN. SEE SHEEP 7 1" MIN. DETAI C g r SHT. 6 JOM v m Lo o 9 JO 21 21 nom+ 31 Om OMN rn M. .: ��,�..: 23 •<. .,.:.. " 1" o T coo 10 ;;. .'t.'":7:";.'s; .. 6 MIN. 4)O m m r i 1 �a 7.1- 1 ° trr i 1' 0 —•av a m 19 32 25 24 21 29 4 O ► E " ;. 28 20 3 20 Y I 19 rV A 1 IIDR/ZONTAL CROSS SdLTION TYP. 1-�L v_ lIORIZONTAL CROSS SAL7'!ON TYP y 3 )FOOD INSTALLATION (SCALE:• B" =1'-0"J v 3 HOOD INSTALLATION SCALE: 6" w 5 4 34 1/4" U J."N. EMB. 1 MIN. EMB.1/4" I W W~ to L 1/4"MAX. 1/4" MAX. {� —r p N O 1• I— SHIM 1 SHIM �I I 1• O C�� F_ MIN. 1. SEE DETAIL A 28 29 22 SEE DETAIL A I MIN. 3 IW MIN. SHEET 7 15 SHEET 7 1• G O DETAILEG Y -LJ �, MIN. O a w 9 9 SHT. 6 30 1*� + p j 30 21 $1 n 31 Z O} U W_O 1. 23 -a N;�In tQ- 1" ;.}� _ .,.. . .. " O Z MIN. r'y M1IN.1" O MIN. O N Doss 33 O 19 32 25 21 24 21 29_... 4, O a 28 34 4 5 20 3 20 4 Ln 1 rel HORIZONTAL CRSS SdCTION TYP. Imo/ 1 floR/gONI'AL CROSS SdL'T/ON TYP. 6 U -'' 3 CONCR3T6 INSTALLATION(SCALz: B' —1'-0") y 3 A9NCR6T6 INSTALLATION SCALE.' 6" =1 r� Eni— Z NOTES: O Ik INTERIOR 2 17 ASTAGAL FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS). I= Z 1 B LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. O BOTH PLATES REQUIRE/B X 3"PHILLIPS FLAT HEAD WOOD SCREWS. 2 h '• 1 : i 1 � E>2x Bt/CK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16"TTIY BUILOEK TAPCON. � t5t E>FOR 7APCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS,/5 tr/34), SEE INACTIVE ,•,+:�. i 1 SHEET 5. W ACTNE Q • • • • • • FOR HORIZONTAL ANCHOR W 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR p DETAILS. • 28 29 • 2 Z • • 8• •• 11111111f IFF � ASMINIMUM ANCHOR CANISBE ACP ACEDD IN NARROW SECTION`0�� `( B.i&40 C Z (�"1 ASTRACILCROSS.SECI'!(L1L S}'P. • • :,Z- 1s•• U''J'P : DATE: 6118113 3 • • (SCALE` i" =J' "J • • • • i j 7#- c = WALT AS NOTED ••� • •• •• • ••• _* / c * = DWG.BY: EAG • •• ••• ••• • • • • %�� T`1T 00 Z CHK.BY.S. SAFFEL •• • • • DRAWING NO.: 39f o(dTreRGbs�116��`.`_ JW0509-03 • • 0.20 •• • • FSPE C�WI�f1MB e. 29S?a SHEET 3 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 34 1 1/4" MIN. EMB. I'MIN.— 1'MIN. I I _1/4" MAX. O 1' MIN. 1'MIN. 1. SHIM CD MIN. 1, SEE DETAIL A 28 29 0 u7 0 ,. MIN. SHEET 7 15 O m O n N +m 21 22 ii o d aN°Ln d d I 9 30 SEE • a p m ao DETAIL G � M Z 23 SHT. 6 S m N y 1' o-�m 1/4' MAX. u1�n 20 1'- MIN. ;;' '':i1. .S,., 1NTE81Q9 A LL MIN. ..t•:.r.; .�, *'n�r m SHIM THK. ?<;:�'%�.,•c d W SEE DETAIL A ':':'s'.'.::`.• EXTERIOR Y SHT. 7 26 '25 21 //�� ��� 24 1"�L�RlZONTAL CROSS SECTION TYP. 32 1 34 9 29 u 4 OPERATIAV UNIT!X 6C!CK 35 '..:..-r:.,. OPTION IN NASONRY/L17NCR8TE 20 21 (SCALE. 6' =!'-0") 1 1 1/4- 0 z 30 t'r' .'`. MIN. EMB. p Q ZO 1/4' MAX.�{ WNW Z I= 1 I W 21 21 SHIM I J t- 22 SEE DETAIL A MIN Jby SEE SEE SHEET 7 1' 31-O ZUNI w DETAIL G FXIE@!OB DETAIL C 21 30 Y 9 D MIN. Q O � o SHT. 6 SHT. 6 ;r ' Op L,iU 23 31 I I ��= FClr m 22 INTERN)R a..::...;..., 1' 3 o m 00 n 24 ;,F". .��;t:����,..i: � w` MIN.1" t; k.ia frrlt� 5. MIN. EnWYW EKTERI _Z- 21 mQ �y�d ^<z n 21 1 1/4^ 21 29.. 28 1. .. 0 a a U MIN. 30 EMB. 3 4 20 35 34 1 m 28 21 3 19 20 r,-,MIlDRIEONTAL CROSS SECTION TYP. 6 N `' ° 1 2 31 3 y 4 OPERATING UNIT IX BOCK U Z 29 OPTION IN AIASONRY/CONCRETE m- v RIONT HINGE SHOIIN. LEf'T HIMGE OPPOSITE SHOPN I' MIN. (SCALE- 6" -1'-0") Z 1 34 1'MIN. a' V0 -1 Z 5 a a O •• • • • • • • ^O cW Q : •28 • •' 1 \\ 1N0 O TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS/5 tr/31). SEE Q m • •• • • v • �. SEE DETAL A SHEET 5. C,15 •1'MIN • • • \ ON SHEET 7 OPTIONALLY.ANCHOR CAN BE PLACED IN NARROW SECTION OF Hwtakl(Al@,AS LONG 1' MIN. -"'III o AS MINIMUM EMBEDMENT IS ACHIEVED. ���� rj F. !/�� .4 Z a. a 1/4 F � DATE: 6118113 2 A ICAL C8Q$S SECTION TYP. • 000 • i'0• • • MAN •i�.J G• ..] _)�p S AS NOTED 4 OPERATING UNIT 1X BUCK • •. N *1 = k i =DwG.BY: EAG OPTION IN A(ASONRY/CONCRETE • • �• •MM E - (SCALE B" =f'-0") • • • • • • • • • = Z CHK,Ems. SAFFEL • C CRETE/• •OpT10N/�L MAtONRY/C CRETE INSTALL ��iOBies � � DRAWING N0" BY CROSS SECTION OF H D OR JAMB 79''Yf� B Aaret e`er JWo5o9-03 OTHERS • FBPE th 78 SHM 4 oF 7 ••• • • • • 0:6•• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL B 2 2 SHEET 6 0 SEE DETAIL B SHEET 5M a 0f 0) SEE DETAIL A 1 SEE DETAIL B o > v)o 0 C OMN io J 6" 6• SHEET 6 m 6" 12 1/: NP. 6"1 SHEET 5 o d N 0 Jn0co co N� _ 1 S j t V m Y W W I sl I I I fl_LL"� 5 J X t t x V1 N U m m 5 U m m S(7 f0 d LL \ \ 4 Q- "' "' - TYR 4 SEE DETAIL D n "' N A TYR n co SHEET 6 n n Y \ A B lO co pq \ m m n � o m w _ _ 3 m og \ co 3 3 W z nIcav "� 4 _ x]0Z m 0 30o P 4 n 5 TYP. o_ 11c 5 TYR I m 0 CE v u, W�O� 20 I I I I I 1 I i f83 m 0� SEE DETAIL A o o w = 37 1/2' SHEET 5 6" �12 1/2" TYP. 6"—I SEE DETAIL A < 74" SHEET 5 1 z o MODELS o m� 11 FROM THE IN R 11 18 a a 00 SEE DETAIL E SHEET 6 v z z 10600 u-v) VSsIN zz M, ANCHORING LOCATIONS o v Ir ANCHORING LOCATJO DOUBLE E z N OUTSNING SINGLE UNIT XJ OUTS1f7NG UN/T (XX a�o z SCALE f Z =f-0" SCALE 1/2 =1'-0" w w U w w =zlzz Qww rr 2 ••• • • • • • •• cowo c)oa • • • • • w 1 • • • • • • • • • • •• �04 N-*N IRE `II11111111////' w o c)m¢Z • • •• •• • • �Zc ?Ap: waSY:S. SAFFEL • s • • • • • • /N 7 SaED ••i • • •• •• • ••• �F r ,` ' 't = D 14 •• • • • • • nE ju cHFEL `DETAIL A DETAlL B �j3SCALE.• 3" =1'-O" .4C�- •-;_�-✓?�•• • FBrecf/•� .mle sH • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 6 L 4 9/16"—{_1 ANCHOR ® EXTERIOR SIDE EXTERIOR 3/4' 1 1/4- 7 34 2 13 2 0 � rn 6 5/8 0 3 1/2„ 2 O O O m cO o N a 4 0 0 33 o TWO 0 Z33 + n O m°o I J m ry INTERIOR 13 5 1/2" 0 5 1/2" 1 7 A 0 DRILL 3/8" ASTRAGAL ►��m a LL 4 RETAINER BOLT HOLE 33 E THRU FRAME/MASONRY 6 x 1-3/8" DEEP Y DETAIL B DETAIL C DETAIL D DETAIL A -HINGE J/OUNTINC DETAIL %VO')FBOLT STR1KIi PLATE FOR HEAD STRIKE PLATES TO JAMBS STRIKE PLATES TO ASTRAGAL w SCALE.- 3" _1'-D" SCALE.- 3" =1'-O" SCALE., 3/8" =1'-O" SCALE,.- 3/8" =1'-0" o w z o � z 0 M a OgJ � is en I WZ�Y W mm O � 17 ° � ckc O cL DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE ap v) J U THRU THRESHOLD/MASONRY x 1-3/8" DEEP ° 1/2" x 1/4" CU-D SPACER moo Z mo O Y Q to(n ti ° 30 0 21 a a r.� to N J(.7 } r_ °r, ° L 1/8' TEMPERED GLASS a co ¢ m 0112 AIR SPACE o .22 7 34 TYP. o 8 0.090" PVB Z D v ° NTERLAYER BY < O Z 8 ^ ' EXTERIOR SOLUTIA =oa w o w w ' �w aww 5/8" GLASS, 21 m ••• ••i • ••• .�•• BITE 1/8"ANNEALED m o Y • •• i • t • • 0O w ao I�F- DETAIL E i(�TAI•F• �q • IRACAlk DETAIL G – ODL N– 00^o ASTRAGAL f26TAINER STRIKE PLATE FOR SILL •.lt`ASTJ96�,FIACIYC Eo#8&1:' PPH IIS _GLAZING DETAIL ISULATED CLASS (N'r N_ SCALD- 3"' =1'-0" SCALE.- NTS SCALE.- 6" =1'-0" 0���� F u� ��''i 'w v m¢z Cl` • ••• ••• ••• • p0 • r:r�G v % DATE:6/18 13 • • • • a • • • • ;ifN 7 �i S s-E.AS NOTED •• • • • • • • • • -* _ � * _ M.BY; EAG • •• • • • • • • • • = - T T i C •• • • • • • 1� �1u CHK.Br.S. SAFFEL p0e '1"lr omwwG Ho.: �w, .�•y•�y,ep�H� ��38 JW0509-03 ••• • • • • ••• • • FBVEc��tI to" 1.0.0 SHEET 6 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" 0 4 9/16" d m 10 9/16 r o rn �--� -- "' M� �o �— N O O Q m 0--MN 0 0 ' I-- 4 9/16" y O ro - II 0 j m V O ' 1—2 3/16' r 1/16" (Min) r�� o w m n n Q LL �� In co ' lY !NE I o IlIUTT X/N E 4z4r12 GA (,n\1GOi[PRLSFION 1IEATXERSTRIP /��\OUTSWINC THRESHOLD M E a LL SCALE: 6" =1"-0" `� SCALE 6" =1"-0" `� QDS-650 SCA LE.• 6" =1"-O" SCALE. 6" =ft-0 0 Y 2 — 1 13/16 2 1/2"--{ "o II � Lu O 0 W r— 3 1/8" 1 3/16" �{ 1 11/16" I I r p 7 I cr Sop cn O L&OLT Ln ATCHsuppRr 11/16" O U7C11 N O w O 26,�1 1,/,s" � /e" p�,m OLOCK z 5/16" w 3 p m O 31 TOP RAJL (LVLJ o w HINGE STILE(LVL) wow 7 z �3ASTRAGAL STRIZE PLATE /�� / \LO&'X BLOCK- MOOD LATCH STILE LVL ��gpT7ON RAIL J l n\d'NDORA ALUAfIM/Y ASTRAGAL �c I�n�STEEL 25GA A!!N. CALK SCALE. 6" =f'-0" SCALE.- 6" =1'-0" SCALE. 6" =1'-0" `?2 SCALE. 6" =1'-0" SCALE. 6" =1'-0" lI z tr M2 112" lo Ln a 1 3/4 I` �o ,00 3,22 _J z� M O O O co E tr v tr tr o z Lo ^ W 'N o 2 mw¢ww ASTRAGAL BOLT NAT- C/R f lEBLeROL► • • • • •• ASTRAGAL SILL ODL ALLEN FRAME o a l ��LIIVU B Yd1SLOW CX�tOAMTf • • • • • ^000w �yE. 6i i fi • i i i•i •• @SCALE.• 6" =1-O" `?� SCALE.' 6" 7-0- S I Lo ao a 3/16" C-SINK. f- NOTE ��� SES F O � w p ZZ, -USE J10�t"D INSJWTLOW SCREW I1/ 1 •1/2" MIN. EMBEDMENT �� r:•'' ICS 0% LITE: 6118113 WHF►1 IHSTAWLING INTO WOOD 9UBSTRATE•AAHfi4D & JAMBS. s�xE:AS NOTED 2-USS x 1/�"�n I WQCD S�REW,WH OSTALLING INTO MULLIONS. k = owc.Ery: EAG 3-USE 3 16"•IiW TARCOM AYCHOR W,6 1.1/44 411N. EMBED. = T�T CHK er:S. SAFFEL WHE1V•INSTALZING INTO•CONCRETE/MASONRY ?JBSTRATE AT SIDELITE SILLS. ��Cw iELu� DRAMNG NO; DETAIL A - COUNTERSINK DETAIL 39aAiAaerrt76s JW0509-03 SCALE., 1/4" =1'-0" F ••• • • • • ••• i • Fere CE�t/6i Il' .M78 sHEET 7 a 7 • • • • • • • • • • • •• •• • • • ••• •• ••• • • • ••• • 398 East Dania Beach Blvd. BUILDING 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 Product Evaluation [deport Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report No. 3392 .... ...... ...... .. . ...... Current Florida Building Code 00000 00 0 000 ' . . .... . .. ..... Method: 1 —A (Certification)•••• •• •• ••• Category: Exterior Door Assdihlbly 0000" Sub — Category: Swinging Exterior Dobe.Assemblies ••••:• Product: Contours Steel Door, Wood ledge •••:•• • Material: Wood/24 Ga. Steel Product Dimensions: 74"x 80.75" Prepared For: JE1A)-WFN, inc. 3737 Lakeport Blvd. (Klamath F*all5, OR. 97601 SES F O Prepared by: t�,Q`;• .F,A Vermes Norcro, P.E. � � �'\ �•. O Florida Professional Engineer#73778 - 7 Date: 01/26/2015iz : )30 C P.'• ��: Contents: �� x"F••.,,...•.., .• �� `. Evaluation Report Pages 1 —5 ��i SS Digitally signed by Hermes F.Norero, P.E. Herr W f4orero, P.E. Reason:I am approving this document Florida No. 73778 Date:2015.02.09 11:15:53-05'00' BUILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge (Impact) 74"x 80.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation- Florida Building Commission. Hermes Norero, P.E.does not have nor will acquire financial interest in the company r anutacturin� . . . . ..... or distributing the product or in any other entity involved in the approval• recess of th i p.rsduct • named herein. • ...... .. . ...... This product has been evaluated for use in locations adhering to the curreribflorida BwNding Code • .... . .. ..... See Installation Instructions JW0509-03,signed and sealed by Hermes NoT@Q?,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• Ltirding 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 JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of 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: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization# TST1589) Report#: NCTL-210-3195-1, Report Date: 01/08/2013 000• Report#:SJW2011-070, Report Date: 06/,03/2011 '....' ...... 2. Quality Assurance •••••• •• • •••••• National Accreditation and Management Institute*'** ;....: (FBC Organization# QUA1789) '••' �• • .... . .. ..... ...... .. . ..... 3. Certification Agency National Accreditation&Management Institutep Srw.. .• (FBC Organization#CER1773) • . . . . ...... 4. Material Certification ' Miami-Dade RER—Product Control Section NOA •� • Eastman Chemical Co.—Saflex HP Interlayer 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date:03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Report No: 33Date: 01/26/2015 o: 3392 2 Certificate of Authorization:29578 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 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 FBC including HVHZ provisions. •..• . . .... ...... Installation: 1. Approved anchor types and substrates areas follows: • ...... .. . ...... Through Frame Installation: .... .. . :-00-: A. For 2x wood buck substrate, use#10 Wood Screw type installaileil anchots otSufficieilf:••, length to achieve a minimum embedment of 1.50" into the v?cTcV Sdbstraf0... '. 00 00 0 00 B. For concrete or masonry substrate where one by(1X),non-st�uctu jI,wood bLIcking is.. employed, use 3/16"diameter ITW Tapcon type concrete screw Vchors bT%&fffcient. . length to achieve minimum embedment of 1.25" into concrete or n3asonry.... :' ": . . 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(JW0509-03)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4