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WS-17-2554 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-291276 permit Number: WS-10-17-2554 Scheduled Inspection Date: December 12,2017 Permit Type: WindowafShutters Inspector. Rlveron,Alexis Inspection Type: Final Owner: ROSARIO,VIRGILIO Work Classification: Door Replacement Job Address:521 NE 94 Street Miami Shores,FL Phone Number Parcel Number 1132060140860 Project: <NONE> Contractor: J$G CARPENTRY INC Phone:(561)333-5042 Building Department Comments CHANGE OUT 1 DOOR NO SIZE CHANGE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed EO Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 12,2017 For Inspections please call' (306)762-4949 Page 15 of 32 Permit NO. WS-1 0-17-2554 �eKO1 S��t Miami Shores Village Permit Type:Windows/Shulttem 10050 N.E.2nd Avenue NE ' ' Work Classification:Door Replacement Miami Shores,FL 33138-0000 Per y' t. Permit Status:APPROVED N_1. 204 vA Phone: (305)795-2 Issue Date: 11 /2017 Expiration: 05/06/2018 Project Address Parcel Number Applicant 521 NE 94 Street 1132060140860 Miami Shores, FL Block: Lot: VIRGILIO ROSARIO Owner Information Address Phone Cell VIRGILIO ROSARIO 521 NE 94 ST MIAMI SHORES FL 33138-2847 Contractor(s) Phone Cell Phone Valuation: $ 2,020.14 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: 0 Type of Work:CHANGE OUT 1 DOOR NO SIZE CHANGE Available Inspections: No of Openings: 1 Inspection Type: Additional Info:CHANGE OUT 1 DOOR NO SIZE CHANGE Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# WS-10-17-65469 $2.00 DCA Fee $2.00 11/07/2017 Check#:26773 $77.80 $50.00 Education Surcharge $0.60 10/26/2017 Check#:26761 $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 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 ELECTRIC PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF certi at a e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio a z in F e or authorize the above-named contractor to do the work stated. November 07, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 07,2017 1 NAW-Ar" S ores Vill'age Miami h �. 34, JED � REC.EI Suilding Departryient,1*SO N,Und Ave"' e,Miami mores,Fid i '33139 2017 �. Teis (*S)ns-2204 0*t;5)755=847 16 U� iNfPEt�TiON l�lE PkO1�iE.N#AfY113ER:X305)"f6�49i4;_ �J''I-1 BUILDING Maxter Perivik No. OMIT APPUCrAT(ON Swb:Perntit No. QPN131fA�ltriNtn�, ]Pet�wtftic Q Ci°i#NGE o Q r, N�icirtus<TNC3N :Q 5i4tlP CON TRAAC Oq. DRAWINGS tfN xt"5 t� Till WRMU shot", nIYL AlaMIDad _0 � `{ $t is the Suliding{�11stf�rically lint :.Yes t�O feribl�Ir+aMt:. a. .�Ls� .�..�.�- _ _ Flood Zone:- --B f: -- FFE: ONI"Ob Naris(f**�'nothoideri: ( Rhone#: 305-335<.56s f Adtin _ .. C State: - Phone,.. G Tensnqlzme Move:k, 1��Q - r . u Phonem Nam : CK,Ir A dwe- ss:r , r Zip stage: _ Phonea. t�aiili�GNl: 71, - L �certificale c�i`Co�npetenty d. _. f1 acR PhooeM OgOOMM:Art"ttcVE+gine'er: City: State: • , v Z' .. - of 1ftE; br tdh*W 0ewff S �""' �' $t�iltlr 1111Eaf 1"t a of Work: �-t Q eyr ReR�ir/Replace< '` O Demoiitioin 7yped.Wor#t ; A�dditloft i...� atttera n w- , ;A; Sped*ooNu'Of cxr•iiia totes P+Nfffl�Fee$ ___---- CCi S e . o/cc SiiM - - 5 Radii* 6"#le Fee$ t<is-5 tYsir � +Fee ` nd S G irtrrlcbard .�. TTALAE NOW POE v Bonding Company's Name(if applicable) Bon ding'Comparly'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 ha: 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 al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAIC RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENC 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 mus: promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the persor 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 willo a reinspection fee will be charged. Signature Signature___ OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this At—day 1o�f O z�w 20 J by _ ly_day of 20 J by if 111 WSG�/rA� who is personally known to ��JR S �12• 14,LS ,who is personally kn��n to me or who has produced �lOC16 L �1 J A{ I'l�f- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTA Y PU NOTARY PUBLIC: t Sign: � Sign:—Cz�'----� Print: _ � t� +*���pT t1a��" Print: O SiY F� MARIA CAROLINA GOMEZ Seal: 2osP,...,8 GELAYOUNG Seal: 4- MY COMMISSION K FF 951069 ANO Notary Public,State of Florida * . _ . Commission#FF 209431 "� �J= EXPIRES:April 12.2020 r mm-expires Mar:12,2019 9jF1'F fly 60n4d 1rr4 5wd9st Notary Ser;res *#***** ** s ** * * APPROVED BY h Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/stmtmary OFFICEJ-HE PKKN H APFKA S KI"E" Summary Report Generated On:9/22/2017 Property Information Folio: 11-3206-014-0860 Property Address: 521 NE 94 ST Miami Shores, FL 33138-2847 ;> Owner VIRGILIOA ROSARIO Mailing Address 521 NE 94 ST MIAMI SHORES,FL 33138-2847 PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Haff 3/11/1 Floors 1 Living Units 1 Actual Area 2,094 Sq.Ft Living Area 1,734 Sq.Ft Adjusted Area 1,908 Sq.Ft Taxable Value Information Lot Size 12,900 Sq.Ft 2016 Year Built 1950 2017 2015 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $111,905 $108,575 $107,473 Land Value $386,677 $322,062 $309,947 School Board Building Value $132,797 $132,797 $132,797 Exemption Value $25,000 $25,000 $25,000 XF Value $825 $825 $660 Taxable Value 1 $136,905 $133,575 $132,473 Market Value $520,299 $455,684 $443,404 city Assessed Value $161,905 $158,575 $157,473 Exemption Value $50,000 $50,000 -$5'0,000 Taxable Value 1 $111,905 $108,575 $107,473 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $111,905 $108,575 $107,473 Cap Reduction $358,394 $297,109 $285,931 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000. $25,000 $25,000 06/01/1988 $110,000 13724-3653 Sales which are qualified Note: Not all benefits are applicable to all Taxable Values(i.e.County,School 05/01/1986 $103,000 12904-2635 Sales which are qualified Board,City, Regional). 06/01/1979 $88,900 10411-0998 Sales which are qualified Short Legal Description 12/01/1978 1 $81,200 10252-2050 1 Sales which are qualified MIAMI SHORES SEC 2 PB 10-37 LOTS 16&17 BLK 55 LOT SIZE 100.000 X 129 OR 13724-3653 0688 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 Properly Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Vffiage Building. Department 10050 N.Und Avenue t ora Shores,Florida 33138 Tel:(305)795.22048 Fac(305)756.8972 IMectionrequ-irements for Wu►dos,Doors Skylights or,Fixed Glass (cladding Permits. Upon issuance of permits for the scope of work involving the removal; .and/or replacement of any type of windows,doors,sidelites,skylights or f ced glass(c]add g-) thePew'tholder or;qualifier bearing his signature on the perinitapphptigndiallabide by the requirements of this department-and comply with the f 61lowingstatpunent Upon obtaining window and/or door permits for the installation of same, it is the - ns�b of the SP permit holder to request window/door framin iii- ro ess . i4 respo inspection,prior to°eoneealment of any hon ontal or vertical clip mullio!,bucks,shims, etc.Inspect6r will-also-verify anchor type,edge distance,embedment and spacing.The purpose for thi" inspechota is for the verification of'conformance with Product Approval(NOA). Acknowledgement: alfier/Owner Signature Date Print Name SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 5 NO. H6322-69199 ------------------------------------------------------- Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM41-I MIAMI, FL 33181 Reviewer: SBBOAD Name Phone • ROSARIO VIRGIL (305) 335-6565 REPRINT Address 521 NE 94TH STREET Phone Company Name • cin MIAMI SHORES Job Description DOOR INSTALL-FL# 14569.3 2017-09-26 09:37 State FL Zip 33138 c°�"n MIAMIDADE INSTALLER DELIVERY #1 MERCHANDISE AND SERVICE SUMMARY od`to�stomershttolimitthequantitiesofinerchandise REF# 101 STOCK MERCHANDISE TO BE DELIVERED: REF# SKU QTY UM DESCRIPTION PI TAX P EXTENSION R02 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD/ A o $5.57 $16.71 R03 1001-753-877 3.00 EA 2X6-8FT#2PRIME PT GC WEATHERSHIELD/ $6.17 $18.51 R04 0000-252-677 27.00 LF 1-1/4X2 PFJ WM180 BRICK/ N $1.69 $45.63 R05 0000-225-556 1 24.001 LF 11/16 X3-1/4 PFJ LWM445 CASING/ A N $1.19 $28.56 S/O- MDSE TO BE DELIVERED: REF# S06 ESTI IVAL DATE: 10/19/2017 P.O.#22532688 REF# SKU QTY UM DESCRIPTION PI TAX PRICE EACH EXTENSION S0606 0000-665-683 1.00 EA IMPACT STEEL/IMPACT STEEL SO JWMINUM AYS OR/QUOTE A N $848.72 $848.72* #0908CS-2 UNIT SIZE 37 1/2 X 81 5/8 EHUNG MISSION PRAIRIE PRIMED DOOR. LEFT HAPRIMED 8 1/8 JAMB ANTIQUE NICKEL HING DOUBLE BORED. R z I III=97 ' $958.13 DELIVERY INFORMATION: IDELIVERY DATE: INSTALLER AM SLE INSTALLER WILL DELIVER MDSE TO: SITE OF INST 101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDIS - LLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. ***CONTINUED ON NEXT PAGE*"* O� Check your current order status online at www.homedepot.com/orderstatus Page 1 of 5 NO. H6322-69199 * Indicates omer markdown SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: ROSARIO Page 2 of 5 NO. H6322-69199 INSTALLATION #1 REF# 101 ESTIMATED INSTALL BEGIN DATE: 09/21/2017 ESTIMATED INSTALL END DATE: 10/21/2017 MERCHANDISE TO BE INSTALLED: REF# SKU QTY UM DESCRIPTION R02 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD R03 1001-753-877 3.00 EA 2X6-8FT#2PRIME PT GC WEATHERSHIELD R04 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK R05 0000-225-556 24.00 &SO 1/16 X3-1/4 PFJ LWM445 CASING S0606 0000-665-683 1.00 JW EXT STEEL 28 DAYS OR LESS BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM ITAX PRICE EACH EXTENSION 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 23 UPCHARGE FOR IMPACT GLASS UP TO 36"WIDE X 96" HIGH/ 1.00 EA N $90.00 $90.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 1.00 EA N $145.00 $145.00 36"X96"/ CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 BUCK PREP 1.00 PA N $150.00 $150.00 2 REMOVE IRON DOOR 1.00 PA N $75.00 $75.00 3 CUT BASE BOARD 1.00 PA N $50.00 $50.00 INSTALLATION SITE NAME: I ROSARIO VIRGIL INSTALL LABOR CHARGE: $812.00 ADDRESS: 521 NE 94TH STREET TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $50.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR-'T' INSTALL TOTAL $762.00 PHONE: 305 3356565 ALTERNATE PHONE: 305 3356565 INSTALLER SPECIAL INSTRUCTIONS: FL# 14569.3 CONTINUED ON NEXT PAGE*k* Page 2 of 5 NO. H6322-69199 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: ROSARIO Page 3 of 5 NO. H6322-69199 INSTALLATION #1 (Continued) REF#101 BASIC INSTALLATION LABOR INCLUDES: *PRE-INSTALLATION JOBSITE INSPECTION EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE *DELIVERY WITHIN 30 MILE RADIUS OF STORE CASING/TRIM IS THE SAME SIZE OR WIDER *REMOVAL OF EXISTING DOOR UNIT *INCLUDE NON-COLORED STUCCO PATCH TO REPAIR MINOR CHIPS *INSTALL NEW SLAB OR PRE-HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR(FOR LARGER *INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS AND STUCCO REPAIR,SEE OPTIONS) CAULKING *PRE-HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS *INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, WITH SIDELIGHTS LOCKSET AND KICK PLATE(IF APPLICABLE)ON NEW DOOR *FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION *ADJUST DOOR TO ENSURE PROPER OPERATION *FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON *DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE OF PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR *INSTALL NEW CUSTOMER PROVIDED INTERIOR CASING AND UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS(CUSTOMER PROVIDES) REPAIR CARPENTRY TO EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING PLASTER,DRYWALL OR SIDING WORK STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT STUCCO PATCH GREATER THAN 4",PAINT AND STAINING ELECTRICAL WORK INSTALL ALL AMERICAN DOORS SPECIAL NOTES: *IT MAY BE NOISY DURING YOUR INSTALLATION *THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION.AIRBORNE DUST IN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. *AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION(WHEN APPLICABLE),DELIVERY AND INSTALLATION CONTINUED ON NEXT PAGE*** Page 3 of 5 NO. H6322-69199 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: ROSARIO Page 4 of 5 NO. H6322-69199 INSTALLATION #1 {{ (Continued) I REF#101 END OF INSTALL#1 INSTALLATION #2 REF# 108 ESTIMATED INSTALL BEGIN DATE: 09/21/2017 ESTIMATED INSTALL END DATE: 10/21/2017 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY I I UM I TAXI PRICE EACH I EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EAJ N 1 $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY I UM ITAXI PRICE EACH EXTENSION 7 1 PERMIT FEE/ 300.001 EAI N 1 $1.00 $300.00 INSTALLATION SITE NAME: I ROSARIO VIRGIL INSTALL LABOR CHARGE: $300.01 ADDRESS: 521 NE 94TH STREET TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N • $300.01 PHONE: 305 3356565 ALTERNATE PHONE: 305 3356565 INSTALLER SPECIAL INSTRUCTIONS: FL# 14569.3 BASIC INSTALLATION LABOR INCLUDES: ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). OR INSTALLER.IF DELIVERED TO INSTALLER,THE INSTALLER WILL FEES,ENGINEERING,WIND LOAD CALCULATIONS,RECORDING, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE *ALL FEES ASSOCIATED WITH OBTAINING PERMIT(MUNICIPALITY *DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, SPECIAL NOTES: *CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT.ONCE IN FULL.NO REFUNDS ON PERMIT FEES AFTER 72 HRS.OF PAYMENT. ***CONTINUED ON NEXT IMAGE Page 4 of 5 NO. H6322-69199 Customer Copy -,SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: ROSARIO Page 5 of 5 NO. H6322-69199 INSTALLATION #2 (Continued) .___ i` REF#108 THE PERMIT IS PAID FOR,WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY.CANCELLATIONS WITHIN 72 HRS.WILL BE REFUNDED END OF INSTALL#2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES • ' b • $2,020.14 Policy Id (PI): A: 90 DAYS DEFAULT POLICY; SALES TAX $0.00 TOTAL $2,020.14 BALANCE DUE $0.00 'The Home Depot reserves the right to limit/deny returns. Please see the return policy sign in stores for details.' END OF ORDER No. H6322-69199 Page 5 of 5 NO. H6322-69199 Customer Copy t r E RECEIVED OCT 2 6 2011 .+ rj 36" X 80" r � maw �� ige :...." APP'RO'VED BY BgRiEACE DOOR IN 1 OPENING ONLY. • • •v •••• NEW DOOR O BE IMPACT RESISTANT- • •� ZONING DEPT � ....; H RRIC SHUTTERS NOT REQUIRED. •• • • • • BLDG DEPT \-vT SUBJECT 10 C(;N!PI.IPI`ICE Wi(I-1 ALL FEUERAL • . • STATE ANL)C,(IjN I (HUL-S AND REGJLATIONS • �•+ ••••i• OPENING PRODUCT DESIGN •• OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. I FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 82 20.50 1 4 38.2 1 -41.6 FL14569.3 50.0 1 -50.0 FRONT ENTRY-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 INTO CONCRETE 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 < 13 FT 4 IN ROSARIO RESIDENCE 521 N.E. 94TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 08/17/2016-11:1 lam RECEPTION V:\Projects\_2014-MPS\400 Wind Charts\Reference\00-MPS14-400 Series C&C(Current)JeH.dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' 1 - DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft _ - -"-� Roof Tributary Area(Sq Ft( 1. TABLES ARE INTENDED TO QEQ14T THE'WORST CASE'PRESSURES.'WORST CASE'IS 10 15 20 25 30 3-� 40 5p eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITICAL CONQ ON'OFAN UNKNOWN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL COA1D ON$.R FOR ITH THESE TABLES. 43.4 -42. -41.6 -41.1 -40.6 -4 .2- - 3 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID O L MG4 ROOF HEIGHT AS LIMITED ABOVE, 0-15 ft +40.1 +39. +38.2 +37.7 +37.2 +3. 36. 6 S. /0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F R LL R 5.APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHAL REQ 8 GINEER AS A SITE SPECIFIC CONDITION. 16 h _qq'0 -43.0 - -41.6 -41.1 -4 - 1 _ /� 16 ft "54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE BU L I firf`1 AVE RQOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 +3t. +3 .6 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFI US K 0 T. -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 - :3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5.ALWAYS ROUND OI�1-)E LE VALUE OR CONSERVATIVE ASSUMPTION. 17 k , 17 ft 6.CALCULATE THE TRIBUTARIf,(lR - F E OPENING W QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 '+ +36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MU L BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT'/3).USE THE AREA BETWEEN STRUCTURAL 18 k +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -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 k +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 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. 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 IS TO BE 20ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 _-51.4 - -09.fl -49.2 -48.6 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL _ UNICIPALITY IN ACCORDANCE WITH CODE.'' 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft _ M +43.0 +41.9 +41.1 +4q.4-,-+39- +3 - +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 It -58.1 -55.8 -54.2 -5_ -- 3 ,.6 -49.0 FACTOR OF 1.16.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 +4 .2 +38.9 GENERAL NOTES.• -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 -58.7 -56.4 -54.7 _54- - IS-.5 - -50.1 -49.5 23 ft 23 ft - � � 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +41.. 0.3 .5 +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 -53.9 _ 5 - .2 - .6 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.fi +41.1 . +40.2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 2S ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44,6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCPi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 2611 -48'8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -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 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 k +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. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 - -44.8- -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR ESPONDING WIND VELOCITY,EXPOSURE,AND OTHER _ COEFFICIENTS LISTED HEREIN ACL CTATED.AND VERIFIED BY THE GOVERNING 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 +4 +41. ;28 ft +45.7 +44.5 1+43.6 1+43.0 1+42.4 +42.0 +41.6 1+41.2 +40.9 BUILDING DEPARTME Taf\ND P_ LD ARRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -4 -4 - .1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFER D M:, i 29 ft 29 ft S.THIS SPECIFIC A ry�IS ER ANY PRODUCT APPROVED +46.0 +44.8 +43.9 +43.3 +42.7 +4 +41. 4 1` /� +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. REF R�TO,A- RA 1� MITTED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 -4. .7 30 k "62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DES G LLATIO F MATION AND APPLICABILITY OF THESE TABLE 30 ft +46.3 +45.1 +443 +43.6 +43.0 +4. + 1.8 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T B VEQIF;ED.$Y OT ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL ba,)P 0 EM ORDINANCES. 32 ft "51.0 -49.7 -48.8 -48.2 -47.6 -47. _ _ 6•I 32 h "62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATION RE F EI RITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42., 4. . 42.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 1 8.EXCEPT AS EXPRESSLY PR EIN,NO ADDITIONAL CERTIFICATIONS OR 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 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. ­­ +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 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 4REQUIRED. ROOF PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 h +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 E45 ft +50.5 +49,1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 h +50.5 +49.1 +48.2 +47,5 +46.9 +46.4 +45.9 +45.5 +45.2 a aF HEIGHT SO ft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 T+51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 +49.3 +48. 047.! +47. +4F.0 146.6 4461 ••-57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -6 -63.0 - 1.9 .0 -6 59ssft 55ft • • 5+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. +48.9 8. +qP,9 +415 &4V! •60ft -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 - 3.1 .i :60. •• ELEVATION+53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 +53.6 +52.2 +51.2 +504 +49.8 +49.3 +48.8 +48.4 +48.0WALL ZONE FIGURESIS ETR C N o REMARKS DRWN CHKD DATE u„ o P INIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDWIG CQDR.. ENGINEERING o m� m REV-ADJUSTED HEIGHTS GSS TSB 04/09112 • • • • • • • ® ox = EXPRESS <T _ • 3 m REV 2014 FBC DGM TSB 06/10/15 •• ••• •• • f n C� o r ASGE 7-1 CHAPTER•30• • • • •• conaonnre OFFICE: "i f'j� aw z V) m a • 160 SW 12th AVENUE, SUITE 106 " ez F-` z - - - DESIGN LOADS PCR C6MPONM1%&CLADDING DEERFIELD BEACH, FL 33442 o m n MASTER PLAN SHEET m N- a fn O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 p i pO K AND SHALL NOT BE REPRODUCED IN WHOLE DR PART WITHWT CERT OF AUTH#9885 m y Q p r mWRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, • • ••• • • O y N ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARENOT • • • • • • E:HELLO@ENGINEERINGEXPRESS.COM s Z in ® PERMITTED AND INVALIDATE OUR CERTIFICATION. • • • • • • • ENGINEERINGEXPRESS.COM • •• •• • • • •• •• ••• • 6 • ••• • • Florida Building Code Online J•�OnYarw w I�.�J • � ! � • i Y . 1 Florida Departmenff BCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats&Facts j Publications FBC Staff BCIS Site Map Links Search Busines (� ' e Product Approval Professional hal t' USER.Public User Regulation Product Aooroval Menu>product or Aoolication Search>Aoolication Lis[>Application Detail .� FL# FL14569-R5 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 t Archived Q i t Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd •••••• Klamath Falls,OR 97601 • • • •••••• (800)535-3936 •••• i •••• •• fbcl@jeld-wen.com 0 • • • 000 •• 0000 0000•• • 990090 9 0 9 • Authorized Signature Kaede McLaughlin •••• •• • ••0000• fbcl@jeld-wen.com • • • • • 0000 • •• 0000• 00.90• • •9• 00000 Technical Representative JELD-WEN Corporate Customer Service •9 •• so 9 000900 I Address/Phone/Email 3737 Lakeport Blvd. 000000 • 9• Klamath Falls,OR 97601 • • • • (800)535-3936 • • • • •••••• •9999• customerserviceagents@jeld-wen.com • • • • • �, • • • 9.9.00 II I 9• 0 ••0 • • 0 Quality Assurance Representative •o Address/Phone/Email Category Exterior Doors Y Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Y . Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 i� TAS 202 1994 TAS 203 1994 iY Equivalence of Product Standards Certified By 11 '. i i i http/,'%vw%v.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW I XNZ WjpShomH4k%2bJofl CFgKYwvg%3d%3d[7/15/2015 4:29:43 PM] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 07/01/2015 Date Validated 07/06/2015 Date Pending FBC Approval ( Date Approved 07/14/2015 r Summary of Products FL# Model,Number or Name Description 14569.1 lContours Steel,Wood Edge Door Full Lite,Single or Double Door,Outswing,6'-0"x 6'-8" ( I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC NI006255-R7 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure:+60/-60 Installation Instructions Other:Product must be installed per manufacturer instructions as stated FL14569 R5 II 1W0509-03 Installation.odf on drawing 3W0509-03 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL14569 R5 AE PER3392.odf Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Door Full Lite,Single or Double Door,Inswing and Outswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC NI006255.02-R3 Certificate.odf M Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure:+60/-65 Installation Instructions Other: FL14569 RS II 3WO509-04 Installation.odf Verified By:National Accreditation&Manage491•Ip!j4ute Created by Independent Thintl Party • **0000 Evaluation Reports • • • • F I 569 RS AE PER3393.od00 • •••••• •• " 14569.3 Contours Steel,Wood Edge Door Full Lite,Single or Double DoOr'!1AAiRg and OutswAg,6'-0"x 8• " • Limits of Use Certification Agency Certificbft*• •• • • • Approved for use in HVHZ:Yes FL14569 R5 C GAC NI00615ja j 4rtificat4nd�••• ••••• Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date • • 1 ( Impact Resistant:Yes 09/30/2019 •• •• •• • ••••• Design Pressure:+50/-50 Installation Instructions •• •• •r • •••••• i Other: F • Verified By: National Accredi iory&ppanagement Institute •• I Created by Independent ThirM Party:• • • 060000 •••••• r l) Evaluation Reports • • • • • FL14569 R5 AE PER3391.o:f • • •••••• y I, Created by Independent Third'PIrty:Oes 000 • • • y 111'1 (w/wood frame unless specified) !1 Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ:Yes FL14S69 RS C CACN1011062 N1011062.01 r ifi a .ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other: FL14569 R5 II 1W032012FL Installation.odf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL14569 R5 AE PER3321.odf Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Door Opaque Door w/&w/o Impact&Non-Impact Rated Glazed Sidelites(w/ wood frame unless specified) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC NIO11061-RS Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:+45/-45 Installation Instructions Other: FL14569 R5 II 1W072012FL Installation.odf + Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL14569 R5 AE PER3322.odf Created by Independent Third Party:Yes 14569.6 ilContours Steel,Wood Edge Door Opaque Door w/or w/o Sidelite(wood frame) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC NIO11082-RI Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure:N/A Installation Instructions Other: FL14569 RS II S-2104 Installation.odf I Verified By:National Accreditation&Management Institute Created by Independent Third Party: http/,'Nvwxv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDquxTVBjriRcYg%2fDEHW1XNZWjpShomH4k%2bJoflCFgKYwvg%3d%3d[7/15/2015 4:29:43 PM] Florida Building Code Online Evaluation Reports FL14569 R5 AE PER3398.odf Created by Independent Third Party:Yes 14569.7 JiContours Steel,Wood Edge Door Opaque,Outswing,w/or w/out Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC NI011096.01.odf Approved for use outside HVHZ:Yes FL14569 R5 C CAC NIO11096.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 08/31/2015 Other: Installation Instructions FL14569 R5 II S-2108-01.odf Verified By: Hermes Norero 73778 [ Created by Independent Third Party:Yes Evaluation Reports r FL14569 R5 AE PER3832.pdf Created by Independent Third Party:Yes F Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 F 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: ,i 04 ® Kid M . '` 9999•• I S9.99•• CCtIl-It'M t�'r'li lt:8' 1 • • • • 't •• • 9999 • 9999•• 9999 9999•• [1 • 9999•• • • • 9999•• 9999 •• • • • 9999 • •• 9999• 9999•• • ••• 9999• •• •• •• 6 90600• • • • • • ••6.69 •9696• • • • 6.66•• http:Gwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEH W 1 XNZ WjpShomH4k%2bJofl CFgKYwvg%3d%3d[7/15/2015 4:29:43 PM] I JELBrWEN@ Steel O CONTOURS STEEL DOOR,WOOD EDGE73 15/16" MAX. OVERALL ° B-0 OUTSWING IMPACT GLAZED SiNGLE OR DOUBLE DOOR UNiT 37 1/2" MAX' FRAME WIDTH r~i rn FRAME WIDTH ---_ o 0 UTILIZING COMPONENTS FROM ODO INC.AND 36 7/16"MAX. PANEL WIDTH O m MAX 02 c a m _ 35 3/4" o M N I ENDURA PRODUCTS INC. I PANEL WIDTH �) I` W/ASTRAGAL �) A m I • CL0mm cc GENERAL NOTES m n u arty s.THIS PRODUCT IS DESIGNED TO COMPLY WITH DIE CURRENT Ft.OR10A BUIL DING / X r L 6 CODE(FSC).INCLUDIFIG HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE"WIT THEFOLLOWINC: N TAS201 94 F 20 1/2 r 20 1/2 20 1/2 Y TAS 202-94 MAX _ MAX MAX i TAS 203-94 w D.L.O. O W r D.L.O. D.L.O. n 2.WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER W J w r LOADS TO THE STRUCTURE. 16 �/ Z M Z 3.PRODUCT ANCHORS SHALL SEAS LISTED AND SPACED AS SHOWN ON DETAIL a a w a p F- ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSIN X O ao X z I NA C T iVE O ACTIVE o0 N j OR STUCCO. 15 i § '- O 4.DESIGNED PRESSURE RATING SEE TABLE I.PAGE 1. - 3 DPP' ,� O C7 O 5.THIS PRODUCT MEETSTHEWATER REQUIREMENTS FOR HIGH VELOCITY � O C � � � 3 E �O 3 HURRICANE ZONE(HVHZ) n A. 4 rs C C Q -is 0 3 43 q inO Z 6.PRODUCT DOTS NOT REQUIRE SHUTTERS 8 rn 0—m 4 O, PVI azo Y qw RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Lu 3 W _ ~Us JZ DOOR LEAF CONSTRUCTION: U) O N Face sheets: 24 GA(0.021'min)thickness.Galvanized steel A-525 � � � a Q cc commercial quality AKDO per ASTM 620 with averse minimum yield 8 tY P 9 Y 1:3 strength Fy(ave)=31)627 psi.CoreDesion: Expandedpolystyrene with 1.0 to 1.25IbS density,by Jeld-Wen Inc. �&A� A A A` AV Panel ConstnJction: The active and inactive panels are constructed from 24 GA 2 4 2 ....a (0.021-min)galvanized steel.The face sheets at top and bottom are bent 90°over w m the Lop and bottom rails.Them rail measures 1.0"hi h x 7.688"wide.The steel SINGLE OUTSIIINC UNIT /X R STRAGAL BOLT ;TEM N 12 — P 9 DOUBLE OUTSWING UNIT (XX) Z ZZ bottom rail measures 1.21"high x 1.688"wide.The sides of the face sheets are roll GALE: 1/2" =f'--0 SCALE 1/2" =/'–O" m O O O O formed into the latch and hinge stiles which measure 1.00"high x 1.688"wide.The w Lno LA En interior cavity is filled with expanded polystyrene.The face sheets are glued to the M I Z w W w expanded polystyrene.The panels are cut out for the two piece ODL Aluminum 7H X7 R! Z LY n ALLEN frame.Units aro glazed with tempered and!aminated impact 1'IG.On o�o�� double door applications the inactive door is Neo ed with an extruded aluminum w w w L = O astragal of 6063-T5 a/bTABLE i DESIGN PSURE RA TING Zy,manufactured by Endura. -- I-w O Z Z > w w w Frame Construction: The frames are constructed of fingerjointed pine iambs APROTECPPROVE" OR WFORuSFATFRF NOTES: U' measuring 4-9/16"x 1.114"The head jambs are mortised and bull joined to NF6r TON RE aE. i – ALL VIEWS FROM EXTERIOR. o 't the side iambs,and attached with three(3)16GA 7,'16"crown x 2"long °�TPN I • • • • K0 0&SF• • 2 - FOR HORIZONTAL ANCHOR IN i X BUCK OPTION IN ^mo o 0 w staples on each side.The threshhold is attached to the side jambs with NFGxTI -• A F • MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. �o a three(3) 16GA 7i'16"crown x 2"long staples on each side. • • • • • • • 3 – FOR VERTICAL ANCHOR IN IX BUCK OPTION IN Glazing: OOL insulated lite is 1"overall thickness,consisting of one(1) •• _ ••• • • • MASONRY/CONCRETE. SEE_ SHF�iT411RGD4r9ETAILS. < pane of 0.125'tempered glass:0.5"air space:two(2)panes of 0.125• — TABLE OF CON �p`�N�ES F.NO r�iw o v m a z annealed with.090"PVB interlayer by Soluba.Aff)rtes are sandwiched glazed into the panels. SHEET# DESCRIPTION DATE: 2/5/08 •. O -- i TYPICAL ELUVATIONS • • • • • • -h10:, fT$ —E:AS NOTED 2 VERT[ ALC SS qECiiN I IBIL-LTIF MA ER L *A .AN' � * _ DWG; aY, EAG 3 H RiZONTAL"OSSSECTIQNS• • • • •• "' 'd"' "'ATE Of ? cI+K,W.S. SAFFEL 4 O•TIONAL i MBUCK 1N MDMA—I"(FIDNCRETE CROSS SECTIONS :'30 -rraA�i•U•• Uiw 6RArnNc No.; 5 ANCHORING LOCATIONS AiA L1Ahu ddG G `� igiwn:signed ap by Hesmes F,Normo.Y.E. .�p�ttsA J010509-01 6 COMPONENT DETAILS TWAsssrrrwwwsssA•w ason:l50.091048 this-115'0oment 7 UNIT COMPON NTS te�.?61502.0910 4a:44 d�00' FePfc f/�df^y^` '�"2ASTs SHEET 1 OF 7 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • 0 /, MINS, 1' MIN. - Item DESCRiPT10N Ma(e of MIN. i'� MIN. 1 SIDE JAMB 1 114', 4 9/16'FINGERJOINTED PINE PINE-- 2 HEAD JAMB 1 1 4 x 4 9 I6"FINGEP.JOINiED PINE I o 3 4 x 4 BUT HINGE 12CA. .089" MINSTEEL ? 4n .9 5 _4_,19 x 3/4" PHILLIPS FLATHEAD WOOD_SCREW___ STEEL 1 1 2' ",-- 201 ) 5 10 PHF_SCREW WITH 1 1/2"MIN. EMBEO. STEEL O �n o ! — / `�` / 2 6 10 X2'PHILLIPS FLATHEAD W000_SCREW _ L O m o M N 1_ MIN. EMB. „-�.�" 1/4" MAX. /� / 7 B X 3 PHILLIPS FLATEHEAD WOOD SCREW S a N o --7"" SHIM THK. � 8 SRI"PHILLIPS FLAT HFAD WOOD SCREW` STEEL O 00 Ln 20 _..__. --------.._..__._. - • 9 COMPRESSION_WEAT_hfERSfRIP 0-LON 005-650 VINYL _ y O aD a0 j } 7j8 % 11 OUTS WING THRESHOLD ENOURA ALUMINUM-' _ 1/4" MAX. SFE \ 2 12 ASTRAGAL THROW BOLI STEEL POD 5 16 x 18" STEEL O m SHIM THK. DETAIL A 73 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL ' O I~ SHT. 7 t�_ 26 SEE 7/8 ON HERO JAMB z d LL r DETAIL A ,I 14 1 16 Cc, 7116'CROWN x 2"LONG STAPLES STEEL I S SHT. 7 I 1 ; i 75 KWIKSET LOCK SERIES 400 STEEP. O — 28 _-. 26 16 KWIKSET DEADBOLT SERIES 780 STEEL Y 1 5 9 17 ENDURA ULTIMATE HURRICANE ASTRAGAL. ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL STEEL 30 - 36 1 3q 28 19 2x WOOD BUCK WOOD 0 NON COMPRESSION SHIM WOOD 36 21 DOW 995 SILICONE SEALANT SILICONE w 22 7 IMPACT IG ASSY. BY ODL CLASS :� 1-- 36 21 30 411 23 1/8-TEMPERED CLASS CLAS d o�- m + 24 3 8 LAMINATED ANNEALED GLASS GLASS w N j vi 36 25 LOCK BLOCK 1.688 x J.125 x 48"LG LVL Z i o DETAISEE r 21 TOP RAIL FINGER JOINTED LVL LVL o o p L G EXTERIG,R x 3 w 27 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL F-O UQ o SHT. 6 w SEE 28 EXPANDED POLYSTYRENE 1.0 i0 L2576s DENSITY 8r JELD-NPN F a Q� cwilw a o STEEL DOOR PANEL SKIN ANTERIAL 24GA GALVANIZED, STEEL Oa-w w X 23 _ DETAIL G XT I R O Z �� Q w w SHT. 6 29 A-525 COMMERCAL QUALITY 0.021"MIN. THICK g a a 3O Dt Al LEN LITS M ALUM 6 ALUMINUM cb o' �,•` a 22 a w X 23 i -j 31 M A J IN LVL LK w?o 60 w e0 ¢ w 2 UTCH�l Lc(FINGER JOINTED LVL LVL © J J o �i 24 a 33 8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL ^ o co ! TRI R w N 22 34 3 i6"IN BUILDEX TAPCON WITH 1:25 MIN.EMBEDMENT STEEL t 1 p w N i-m > N / 24 a 35 OPTIONAL 1 x WOOD BUCK W000 -j o w O °p INT I � \ 36 ODL FOAM IN PLACE GASKET FOAM ',0 I Z o EROR n 21 21 m aOv a m 30 21 21 ':U)U Q m 28 NOTES: m o 0 0 29 ° 30 21 D FOR TAPCON MASONRY AND WOOD SCREW ANCHOR w S oI^ 1 27 28 „— SPACING (ITEMS #5 & #34), SEE SHEET 5. zo w1 V ww 5 2 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN a e<a z 27 29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. W w U w w n 71� I"w<WW W 3 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW o r SECTION OF HEAD OR JAMB AS LONG AS MINIMUM •• 1•t • • • • • • EMBEDMENT IS ACHIEVED. -o m.p 'i 5/8 MAX. 1 34 • i • i • i • oq w ' •• •• • ` C* m l7 Q 1 1/2" MIN. EMB. _- •• ••5/8 MAX. ```AT�fuluifTT��� ^NdN w o u m¢Z �_...._.._....._._.... . --- • ••• • ••• • ••• �d'r'�4\G N'9`�'�.'Pp� DATE: 2/5 08 • • • • • • • • Nq T377� ? t SC-U:AS NOTED • • • • • 1" MINzai • '• •• • • • �; • -*-�_....� DK.W; EAG • •• • • • • • •• v""5TAT�(�F a g w •• ••,-.-..�.--__�"._-----�-�__r--- ' ��C.c�:,,,,e;, �Q,: cHK.ar:S. SAFFEL -I I" MIN�INSV�4A;10,y�g,,SC4LZ 1" MTU (' "caDuaUd�(���`� wwNr+c No: g A O,SS SECTION TYP. .___,_. g �. �33 Jw0509-0 t 2 WOOD FRAME INSTALLATION SCALE 6" =1'-0" 3 2 COYCft� C�' =r'-o" FeiEO /•i• zvsr• snn 2 7 000 0 0 0 000 0 0 I a 3 5 MIN._)11/SHIM.. 1 1/4" MAX. Ii MIN. 5 a t SEE DETAIL A 15 SHIM �I - SHEET 7 SEE DETAIL A o II 22 SHEET 7 1" m MIN. SEE S MIN. + n ..'__..........______ _ 9 Ol DETAIL C Y __.._._...._...__.___............_........._. 30 SHT. 6 �.wJ-� a O M 0 c � \d\ �� 31 60m OMN _ .)6 I W Q W NO 23 1" 1�IE3.Q�+1 ...z� 1. • r Q m a0 MIN. I I I 6 MIN. +Y y r O� tV)Lo LL p z�L � R ExrER1oR m d LL 19 20 32 25) 21 2a 29 28 4J Y 1 35 3/4' PANEL 1/16 ..- iJ 161116�� 1�!N v SBICTI0 3 NOOD INSTALATION (SCALE- 6" =1'-O") y JYOOD 21NSTALLAN0N TYP (SCALL`. 6'• w i/a' Ca MIN. EMB. w 1 1/4' Q p~ MIj Z _-{ 1/4" MAX. 1/4" MAX. SHIM 1 SHIM I`- 1" O CD p C3 ( MIN. 3 1--O LnMIN. SEE DETAIL A 28 22 SEE DETAIL. A V Q MIN. \ SHEET 7 1S �/r(29 SEE SHEE' 7 i- O C , DETAIL G 9 (� M.N. p S N 9 SHT. 6 CO U 30 Jfi ,` n 31 ( 13 R Lj J 1. 23 a O « o W z MIN.MIN. .1NIEB14Ef1 MIN.1 Ut O w a O ! ! I MIN. .. O tJ0 a_ i � O z a0 in � O _—"- EXTERIOR al0 Q¢ 192D 32 25 21 24 29 28 4 } 20 O 4 34 4 5 N w m 1 V Z Z Z 6 C ZONTA- CROS-SAL'TION TYP. r'�(_u 1 HORIZONTAL CROSS SdLT/ON TYP. 6 m O W Ln 0 U O 3 CONCRETE INSTALLATION(SCALE- 6•' =1'-0'•) 1=- D10NL'RdTd 111TALL,411O1(SCALA` 6" �1'-0") Z�p�> w NOTES: O x V m w 2 17 JZ ASTACAt. FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). QJQ Q O INTcR10R 25 LATCH AND OEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSIABLE NUT PLATES. Of w x 1 B BOTH PLATES REQUIRE#8 X 3'PHILLIPS FLAT HEAD WOOD SCREWS. I=Z p Z Z > �Ld w w : I E>21c BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16•ITW BIRLDEX TAPCON. •• ` • • • • ••E>FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS /5 h /34). SEE 0'] U • - • • • • SHEET 5. U U w lNACTNE I ~ •Al • ••• •• U :17 00 n Q ' T L • • • • • • •�FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR N p I.._1/g •• •• •• • • • •• DETAILS. EXTERIOR 29 1/1 16 28 �" / 1 / ©OPTNONAUY, ANCHOR CN BE PLACED IN NARROW SECTION OF 'y,Mg�uL''I�fC O 13 161—i AS MINIMUM EMBcOMENTAI$ACHIEVED. NIG"' 'YV /tet" V m Q Z t 1 ASTRAGAL CROSS SAC•TION TYP • ••• • ••• • ••• �.•;' \G,•1`t^"S "ti•�PO% DATE: 2/5/08 3 (SCALE' 6" =1'-O") • • • • • • • • No; $7T$ scu.E:AS NOTED • • • • • • • = Tt;; f.(,f * = DwG.BY: FAG • •• • • • = 0 `"STATS t�f ; 000 • ••• •• ••• •• 13Q•"N �o; �/u' cHK.BY:S. SAFFEL .oRipA JST7✓� DRAWING-0.: ,�gDILDtau6ovsG � JW05O9-01 000 • • • • 000 • • i8P E10t� 4YD 78 30 SHEET 3 OF 7 • • • • • • • • D�O/�y f • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 34 1 1/4" (MIN. EMB. 1" MIN. 1' MSN, 1/4" MAX. -- t' MIN. I" MIN. 1I. �) (� SHIM tD .IN. 1. SEE DETAIL A rn M N. 1\ I I SHEET z22 O M 0mN n c N 0 B HORIZONTAL CROSS SSLTION TYP I 9 0 3SEE • co p m m G Q 4 JOPERATING UNIT 1X BUCK I ( i r� 36 - DETAIL G _._._-. 35 OPT/ON IN VASONRr1VVNCRdTE -----� ]�y� SHT. 6 = (SCALE 6" =J'-0") 1' M11N. /` TnRtOR O^LL N N /4" MAX. 20 MIN. .� i H M THK. \ I l l Z n. 0 W _-- o SEE......� �' 33 _. I ( - ' :r1 E LL DETAIL A EXTERIOR M SHT ? 26 ] I Y 1 25 21 24 1 34 9 12 1 .`. 36 20 11/4' 30 .. MIN. EM8- 1/4- B_1/4" MAX. 36 X27 1 SHIM 1+ tai N SEE DET,;._ SEE 22 SHEET 7 / 1^ O J N = Q DETAIL G 36 SHT. 6 XE TERIOR C HOR/20NTAL CROSS SLIL'TION TYP DETAILED Y 9 .+- MIN 3 Uo Z� t l' 4 OPERATING UNIT fX BUCK SHT. 6 30 c p 2 w -' 23 t _ w OPT/ON IN d/ASONRY/CONCRETE 36 ;~ 31 RICHT H/NCE SHOIYN, LEFT H/NCE OPPOSITE SNOIIN 22 a (SCALE.. s.. =f._0..) Z I 24 'O r - MIN.1" OO O0 1NTERI0 v ?OOz 0 mct n 1 1/4" 21 29 O X o MIN. O O Z� rn 2B a0U a ^O 30 EMB. �) 3 4 20 35 34 1 U } 34 19 20 N4 @ 27 29 1 2 3132 6 Uz wZZ @>O022 1' MIN, p z w [a1 W 1 34 1" MIN. $ a �Q L)QQ >p x wx 5%8 MAX. v \ Z Q w w 'n [.� 1 v a NOTES; 1 • • • • • •• 1 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS/5 k IJ4), SEE v / SHEET 5. Z_m Q ! �` • • • • • 2 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG '@ 0 Q �w 1" MIN. I -"- • 3U*II E A w AS MINIMUM EMBEDMENT IS ACHIEVED. p -^� 1" MIN. '— I a • • • • • •• N v N I { i" MIN. \ `,1i1111l12f/T 1" MIN.--...----- o `h1 c ' � ��S F. Z �;� a 11/4• 1-1!A 1 VERT/CAL CIXISS SAti'7'IDN TYP o • •SHS ••• • ••• �� �,1G; `�C'.'Pp:Y DATE: 2/5/08 u 4 OPERATING UNIT>X BUCK 11 1(x.2" MIN' • •• • i • -Nn 77$" s E'AS NOTED OPTION/N A(ASONRY/CONCRETE �.IBED• •• • • • • • * „-7*� ' ' * = DW(;. BY: EAG (SCALE 6' =>'—O"J •• • • • • • •• % -0 STATS OF t '-r CONCRETE/ •bPTrONAL INASONAWCONCRETE INSTALL ;moo':,, •Ra;'u� CNN. BY:S. SAEFEL MASONRY � i D� ..TnTr�`� DRAWING NO. BY —� CROSS SECTION OF HEAD OR JAMB '� 'Cg4�a� _SGAyt�� JW0509-01 OTHf.RSG�+T1•K+�4YBNb. 37e ••• • • • • 000 • • FLlPE C A•i 295]8 SHEET ¢ OF J • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 SEE DETAIL Li SHEET 6 SEE DL: P. 1 SHEET 5 — o SEE DE?Al1. ASEE �ja cm SHEET 2 — 12" — 12 12" SHEET DETAIL 8 x"10 m a M N —I6^�� —I 6" 6 �I 1` 12° (— —I 12" I 6" �a FSA �rii o l - • n0CDro U O J O N N tihLL .r... - a za o ELL how _ � 0 00 w vi s I I SEE DETAIL D 34 i - 34 SHEET 5 _ I _ TYR I W TYR N \ I � Of A A> L�B---! �_/ I ! _ C _ 3r- i CL ~� p O va � _ 3 D ohm 0¢ TYR - w?o Z o i s TYR + M I u3i a it 6'f— �6' 1 �J �zmcn � 1 SEE DETAIL A I SEE DETAIL A ��--- .31/2" SHEET 5 6" yl-- - 12"' — " 12'" '-6' SHEET 5 12" -{f 12" 12" I 1 1 f i T R1 R 73R" m 0 6 O O _... LL> » ea� Z w w w ANCHORING LOCATIONS g w z m m OUTSWINC SINCLE UN/T (XJ1 1 SEE DETAIL E t8 Q o Q Q Z SCALL- 1/2" =1'-O' SHEET 6 0 vi OU SHONC UNIT AT/XXS DOUBLE w�',o W W 2 (SCALE' 1/2" •• ••• • • • • • •• �00Np 14 • • • • • • • • • po w `\\ i W!F AVO Z • ••• • ••• • ••• j 4�G 4�"'. �Cj DATE: 2/5/08 • • • • • • • • _ N .7Y3778 sc&E:AS NOTED • • • • • • • • • • •• • • • • • 'tom_� ^�' * = Dxc.By: EAG • •• • • • • • •• = ^'STAT(OFCH.t K,EMS. SAfFF_LL 4 ••• • ••• • • • �O r �� orsAWwc No. DETA/L A DETAIL B JW0509-01 � ♦r�,,et�t,r�53� SCALE' 3" =1'-0" SCALL' 3" =1'-0" ••• • • • • ••• • • seae��ctAflNx�t•Mlrb.xssTe sNEFT 5 OF 7 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • ••• 0 0 4 9/16" — ANCHCR 0 EXTERIOR S;DE EXTERIOR 3/4"- - } 1 11/4" *jR 4 •i " •••--- ""��' /1 34r 2 8 1/4 ?�11 1/2" 33 34J• !N7LLDRILL 3• RETAINO�0oh��a GAL uLLN��rnoxi THRU FRAME/MASONRY 33 33 34 _ Y O- x -3/8" DEEP DETAIL BDETAIL C DETAIL D DETAIL A -HINGE MOUNTING DETAIL THROWBOLT STRIKE PLATE MOUNTINC- STRIKE PLATES TO JAMBS STRIKE PLATES TO ASTRAGAL w SCALE 3" =1'-O- SCALE 3" =1'-0" SCALE- 3/8" =1'-O" SCALL` 3/8" =1'-O" LU p 0 QNz N K 1 0�� o o m Noor 1 a � O DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE ( a o a U SHOLD/MASNRY x 1-3/8" DEEP Y �loTHRU THRE36 / / U-D SPACER Z W zUe � \ x¢ Q. a L ¢ 1/8' TEMPERED GLASS w 0 m h ® ® o imo0oo 1/2" AIR SPACE F o tn v_) (Z .ww tYU�D: 0.090" PV13 01"z 8 7 34 ifNTERLAYER BYz0SOLUTIA V) 36 XT I R (NOA 108-0206.01) w 00 Or • • • • • •• 1/8" ANNEALED • • • • •li •• • • • • • --5/8" GLASS w• •• • • ••• • BITEDETAIL E DETAIL F - ENDURA ASTRAGAL• • • • • • • • DETAIL C - ODLT_YPICAL ASTRAGAL• RETAINER BOLT HOLE FASTENER SPACING USFw y6�/�i'PH•NLS • • • •• GLAZING DETAIL 1SUL•ATED CLASS 11111111U,SCALE. 3" =1'-O" SCALE NTS SCALL} 6" =1'-O" �`�ES F.IV "ll 00- • ••• ••• • ••• j 2 ;'��G3�'v Pp DATE: 2/5/08 i • •• i i Nq;7�17l C smE:AS NOTED • • • •• • • • • • -*C_. Ali. ' * ' DwG. BY; FAG • •• •••• 0.0 •• ••• •• v gTAT E OF a • • �' �1 fi CHK.BY:S. •• • SAFFF_L .,.1 DRAWING NO.: ./,� iM•aw44�PG�+��C�p• e JW0509-01 ^ 000 • • • • 00* • • FBPE OE l tt>4m10.M7a SHEET F OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 _ w / M 0 m N —, O O L—I 1 _r ^OnMN i I m N 0 0CO Ln O p cx ' 4 9/16" I f m O v v O ^L 3/1s"— -� m n u� --1/16 (min) LL 7Gcl)L0. du- 1XOOD ✓.4 FINCER✓OINTED_PIAV _ 3 _BUTT_.H�CE 4x4x12 CA. �' 1COMPRE IOV #' THERSTRIP 1110UT�SW�V��fl SfIOLD (E.JDIIRA E l SCALE. 6" =f'-0" SCALE 6" -1'-0" QDS-650 SCALL- 6" =f'-0" ' SCALE 6" =1'-0" .2 2 2 1/2"— 1 1.3/16" I --1 1/43 1/8" I 1 3/16"-{ I 1 11/16' I WN ot — L I l { 3 U 0 LATCH f oo cc 01 ASTRAGAL O SUPPORT 1 _ O BLOCK I Z6 16" 5/16"' - 11/16" 31 TOP RAIL (LVL) ~ o N z MINCE STILE (LVL) Ul o w BOTTOM RAIL J 73 ASI'RACSC LTR ALUSCALh 6STR�C�L 25 SCA�E 6VL A00 `32LSCALE.TCH STILE STEF.'!,•SCALE. 61�-ALV ���Z o �ZaO N `- O O � aU a 2 1/2'— m --- y� 1 3/4' w -____- I~ I m o�o 0 U1 D _ _ o__ ZW WW Oo Col � �U�� 18" O J p J Ln J Z w<U<g O =wlww zlzz ASTRAGAL BOLT MAT.- C/R STEEL ROD •• ••• • • • • • •• ASTRAGAL SILL ODL ALLEN FRAME m co 0 !M A YELLOT�QjjI;QMATE • • • • • • • • • '8 gTF 30 NUM 6063 T5 0 o w SCALE. 6" =1' 0" •• •� ••� �•� •• SCALE 6" =1' 0" SCALE. 6" •• ••• •• • • • •• lliII I I I oil, 3/16" C-SINK. -1- NOTE E fup �iw o v m¢Z 1-USE #10 WOOD INSTALLATION SC( .W,%/• 1 1/2; M'ty"BEDMEWT •e• Z ��G 115 •..pO% DATE: 2/5/08 WHEN INSTALLING INTO WOOD SUB5fRATG AT HEAD ek JAMIRS. • • • No'l. 77$ S �:AS NOTED / 2-USE #8 x 2 1/2" Pf H WOOD EW'yJHEIJ ItSSjtuLI�1C INisl h�UL�ONS� *,_ rrk * _ owc_B„ FAG 3SE 3/16" IT'W TAPCON ANCHOR 'W/ b414" MINe ENBEO. • • e• = o STATS OF CHK.Br:S. SAFFEL WHEN INSTALLING INTO CONCREI-/MASONRY SUE�''?i RATE_IAT SIDEIME SILLS. ��: DR";hc NO.. DETA/L A - COUNTERSlNX DETAIL la"Q JW0509-01 SCALE 1/4" =1'-0" �� ••• • • • • ••• • • FBPE c flet• 2e57e ISHEE, 7 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • 6 e•• 6 • 398 E. Dania Beach. Blvd BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, Ft 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com rodijo Fvalmation Rel ori Of JELD-WEN, inc. Contours Steel Door, Wood Edge 8'-0" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval :••• • .. . 0000 $ t "X�4 1 1 �i3, <3 t) i 000000 0000 0.0000 0000.. 0000.. 0000 .. Current Florida Building Code •;;;;• 0. ;;• Method: 1 —A (Certificatiop)•:•: •; Category: Exterior Door Assgmbfy :•••:• •••••• Sub —Category: Swinging Exterior'Ddol: Assemblies :•'•': Product: Contours Steel Door, Wood Edge Material: Wood/24 Ga. Steel Product Dimensions: 73.938"x 96.75" Prepared For: .ltl- "'ta Inc. Ems,3:t f «a.iE i'aI;!. 41It. .9701 S Prepared by: YG �'o Z N 78' l�{•t•rrt€� �rt�-c::•::, l}.1-:. , — Florida Professional Engineer# 73778 — -v Tp T o% Date. 01/26/2015 �� qL_t P 44 Contents: �ii�SS+0 Evaluation Report Pages I —4 ���i� N,s j%XN% Digitally signed by Hermes F. Norero, P.E. Reason:I am approving this document Hermes allo. 73778 , P.E. Florida No. 7 Date:2015.02.09 10:47:40-05'00' BUILDING DROPS "L A Perfect Solution in Every Drop Date: 01/26/2015 }.M-M Report No: 3391 Certificate of Authorization:29578 Manufacturer: 1ELD-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 Door (Impact) 73.938"x 96.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for 1ELD-WSN,inc. 0000.0 based on Method 1a of the State of Florida Product Approval, Florida DeQartpvt of Business and*•••;• Professional Regulation-Florida Building Commission. '• ' .0000. '. 0000.. 0000 0000.. 0000.. Hermes Norero, P.E.does not have nor will acquire financial interest in thp. opany gVnufacturiri�,•••• or distributing the product or in any other entity involved in the approvarlargGets of tde*yptluct named herein. •••••• • 999 49:06' 09 66 This product has been evaluated for use in locations adhering to the currtnt f fttida Buildfhg Code. •. . 9 . 6 969946 0000.. See Installation Instructions 1W0509-01,signed and sealed by Hermes Norgje7P.E. (Fly#.3 778)fo;••••� specific use parameters. ' Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, includine 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 1W0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions 1W0509-01 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS . " 15 A Perfect Solution in Every Drop Date. 0 o: 33 1 Certificate of Authorization:29578 Report N0: 3391 Quality Assurance: 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 LaWfatbij,Inc....... (FBC Organization#TST1589) •• • 00.0 Report#: NCTL-210-3196-1, Report Date:04/'2B'/2005 0000 •••••• Report#:SJW2011-072, Report Date:07j17'/2b11 0 0000 .. 0000 . .. 0000. 2. Quality Assurance • • National Accreditation and Management Instit ' ' ' ' ' g �e .. .. 0000.. (FBC Organization#:QUA1789) ...0.. . .' s 0000.• 0...00 3. Certification Agency00 • • . . 00•• National Accreditation and Management Institutge ' (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 y ' A Perfect Solution in Every Drop Date: 01/26/2015 ^'1 Certificate of Authorization:29578 Report No: 3391 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. 1ELD-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 requiremje.%t;pf the current FBC including HVHZ provisions. . Y • • Installation: 1. Approved anchor types and substrates are as follows: •••••• Through Frame Installation: •••••• •.• •.•.. A. For 2x wood buck substrate, use#10 Wood Screw type instaMatiam anchor e)f safficient••:- length to achieve a minimum embedment of 1.50" into the Wdd Substrate. ' '. . . . • •••••• E concrete or masonry substrate where one by(1X), non-st"rVytug3I,woodbunking is,,••• loyed, use 3/16"diameter ITW Tapcon type concrete screw anchors of stjocient th 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(1W0509-01)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressurif Positive 50 PSF Negative 50 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 NOTICE OF PRODUCT CERTIFICATION AV C CSO AC CERTIFICATION NO: NI006254-R5 • DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN �'cssrerrt��� CODE: 104-3 t REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.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 JELD-WEN'S "Steel Wood-Edge"Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors w/ODL .0069. 0000. Klamath Falls, OR 97601 Impact Glass or ODL Impact Alen Fran}e and Endura Ultimate Hfiffi ithe Asd*a%kl boob• 699699 6 0000. ConfiguratioN%"•• 9• • • Glazing:IG-1/8"TempTeclGlass/ • •• ••;•• Laminate-1/8"Annealed GMC/6..T0"PVjTbj•; boob• Solutia/1/8"Anne2ft"ass •• • ••••; 009990 0 Frame: W-1880mm(74") �H-2489mm(9 0 00• oboe: 90 0 • 0 . e Panel: W-965mm(38") •I01b24163mm(9�5 , : 9999 DLO: W-559mm(22") H-2032mm(80") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +50/-50 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3196-1/SJW2011-072/W-1488 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