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WS-14-2195Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222932 Scheduled Inspection Date: November 25, 2014 Inspector: Rodriguez, Jorge Owner: ADRIANA MARIA RAMIREZ, JEFFREY rl AOW Job Address: 109 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: J&G CARPENTRY INC umiaing uepartment comments CHANGE OUT 1 DOOR NO SIZE CHANGE. Permit Number: WS -10-14-2195 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1121360130710 Phone: (561)333-5042 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-221098. No permit on site Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 24, 2014 For Inspections please call: (305)762-4949 Page 19 of 42 A P P / lu N BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (JT 10 7 2014 FBC 20Q Lb _ Master Permit NoWS 1 4 Sub Permit No. o�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 109 Q C 104 IJ -T City Miami Shores County Miami Dade Zia: 13 3131 Folio/Parcel #: : 1 I - 0213 L • ®�, 3 -1 IC) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): .3-C F f- 0 —Phone#: Address: 1001. NOh 1® 4 51-1 City: W, %AA H'� 'S iVOR�ES State: �- % _ Zip: 3'-A_L 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �4ox`�� ` 2 � Phone#: ta, Address: �'"�` ® '29 `l:b 0171- #t1J City: u oez ��'� t C' G� N State: Qualifier Name: State Certification or Registration #: of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: $—P- ® c3 -2L • > Square/Linea7--Repair/Replace ta Ypof Work: T e of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: Zip: ❑ Demolition Specify color of color thru rile: �( Submittal Fee ® ' n Permit Fee $ , I (� CCF $ 1 CO/CC $ Scanning Fee $ _ G;UCS3 Radon Fee $ DBPR $ Notary $ Technology Fee $I Training/Education Fee $ 0 Double Fee $ Structural Reviews$ Bond $ TOTAL FEE NOW DUE $ (ReAsed02/24/2014) 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 AFFIDAVR: 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 reinspectio ill be charged. IWNER or CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 by al -1g. who is personally known to ' me or who has produced C /� Q/ .� ?1 ��"s identification and who did take an oath. NOTARY PUBLIC: Dov rvotary Publio State of Florida Seal: Joanna M Feliciano orrl) Expiirres 01/12/201OMMISSion 8 OH2753 The foregoing instrument was acknowledged before me this 6 day of QC , 20 by Jam M _ 0- who is personally known to me or who has produced Identification and who did take an oath. NOTARY PUBUC: Print: Seal: 48�dsf�to�inNY�iRaPt�ilMaP�+RAoffi�k��h�M�t�ktl�oB�le4 4�B+h�B�t6i�4iMi��R�R�kRi&W��tBe�kiR6A��B�+R�t�A� APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) ANGELA YOUNG MY COMMISSION BWOWS EXPIRES April 12, 2016 as Zoning Clerk ACORL7fa CERTIFICATE OF LIABILITY INSURANCE DATE(MMMONYY) 911 BQ014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the poliey(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, Certain policies may require an endorsement. A statement on itis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). SUNZ Insurance Solutions LLC ID(Essential) CONTAPRODUCER �� W_ - _... - _ . Jennifer Haugen Go Essential HR, Inc. dba first Star HR 251 O'Connor Ridge Blvd Suite 370EAMS1No PHONE FAx - - ---- — E�tU1 2t4-492-1586 Iql o' Irving, TX 75038 ADDRESS;_ iennifer.haug_erQ frststarhr.corn _ INSURER(S) AFFORDING COVERAGE NAIC_I _._ .....-- --. _... ..... -- _.. -. _ IHSURERA ! SUNZ Insurance Company i 34762 — INSURER 0: Aspen Re - London - Best Rating "A_.- ....w_ -^---- INSURED Essential HR Inc., Essential HR II Inc, dba First Star HR INSURER C: Catlin Syndicate - Lloyds - Best RaU A" INSURER D: Brit Syndicate - Lloyds - Best Rating W 251 O'Connor Ridge Blvd Suite 370 Irving TX 75038 INSURER E: I INSURER F. - COVERAGES CERTIFICATE NUMBER: 21629192 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR -7 TYPE OF INSURANCE POLICY NUMBER .. - -- POLICY EFF NPOLICY EXP UNITS LT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN COMMERCIAL GENERAL LIABILITY CLAIMS MADE M OCCUR ACCORDANCE WITH THE POLICY PROVISION& AU1Ti0RIZE0 REPRESENTAT)YE Glen J Distefano EACH OCCURRENCE $ --- - W011 0RENTCOPREMISES (Ea pQ00rem) $ - - MED EXP $ _ — ------- PERSONAL 8 AOY INJURY $ i I GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n PRO -LOC JECT I_J GENERAL AGGREGATE $ PRODUCTS • COMPtOP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED s LE uM1T $ ANY AUTO - BODILY INJURY (Pat parson) $ _ ALL OWNED SCHEDULED AUTOS AUTOS HIiEDAU11J3 ANON ED s BODILY INJURY (Per aim) $ PRO RTY uAGE .$......'-._..__.....__.... War accdon $ UMBRELLA LIAO OCCUR EACH OCCURRENCE $ AGGREGATE $ __ EXCESS Lae CLAIMS -MADE DEQ RETEN N S i A WORKERS COMPENSATION 1 AND EMPLOYERS' LIABILITY Y) NWCpE00000184 ANY PROPR)ETORIPARirNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? Q N 1 A , WCPE00000184 02 10/112014 01 1011/2013 4 1011/2015 10!112014 j ESE ETF+ - E.L. EACH ACCIDENT $ 1.000,00 - -- • - - . (Mandatory in NH) Upea, describe older DESCRIPTION OF OPERATIONS Mew E -L DISEASE - EA EMPLOYEE $ 1,005,800 EL. DISEASE - POLICY LIMIT 1 $ 1,000,000 B Workers Compensation i This Is for Informational purposes C Excess Coverage and nothing shag create any right 0 under such reinsurance. DESCRIPTION OF OPERATIONS 1 LOCATIONS t VEHICLES (ACORD 101, Additbnal Remarks Schadula, may be attnhod If more spas is reotrad) Coverage provided for all leased employees but not subcontractors of: J S G CARPENTRY, INC. Effective date: 1 0/112 01 3 CERTIFICATE HOLDER CANCELLATION 66200008 Miami Miami h Shares SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 13EFORE 2 Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores FL 33138 ACCORDANCE WITH THE POLICY PROVISION& AU1Ti0RIZE0 REPRESENTAT)YE Glen J Distefano ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 28 (2014101) The ACORD name and logo are registered marks of ACORD CERT N4.: 236293.92 Karen Niold 9/18/2U14 9:46,11 AM (COT) Page i or 1 N AFFIDAVIT STATE OF FLORIDA) COUNTY OF DADE) The undersigned Ai ant, �, e ,'- (' p I , Lk' does hereby attest that the (pr*rty owner) attached survey, performed by (name of surveyor's company) performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not Permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught.. Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me this day of Affiant is personally known to me, __pr oduced as identification. Notary 000 e (ACKNOWLEDGEMENT -INDIVIDUAL) STATE OF FLORIDA ) ) SS. COUNTY OF MIAMI DADE ) The foregoing instrument was acknowledged before me on _ by who is personally known to me or who has produced as identification and who did (' n t) take an oath. GCOoK Si tur of Acknowledg �--` Name of Acknowle g (Typed, Printed, or Stamped) Title or Rank: Serial No.(if any): (ACKNOWLEDGEMENT -CORPORATION) STATE OF FLORIDA ) ) SS. COUNTY OF MIAMI DADE ) The foregoing instrument was acknowledged before me on by . of a corporation, on behalf of the corporation. He/She is is personally known to me or has produced as identification and did (did not) take an oath. Signature of Acknowledger: Name of Ackaowledger: (Typed, Printed, or Stamped) Title or Rank: Serial No.(if any): Property Search Application - Miami -Dade County Page 1 of 1 A� 40 A OFFICE OF THE PROPERTY APPRAISER ', Summary Report Property Information Folio: 11-2136-013-0710 Property Address: 109 NE 104 ST Owner JEFFREY F CLARK ADRIANA MARIA RAMIREZ M Mailing Address 109 NE 104 ST MIAMI SHORES, FL 33138 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area Living Area 1,457 Sq.Ft 1,214 Sq.Ft Adjusted Area 1,330 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1940 Assessment Information Year 2014 2013 2012 Land Value $154,253 $87,509 $75,421 Building Value $90,174 $90,174 $100,520 XF Value $63 $64 $74 Market Value $244,4901 $177,74711$176,015 $155,413 Assessed Value $180,413 $177,747 $89,144 Benefits Information Benefit Type 2013 201F$25,000 Save Our Homes Cap Assessment Reduction Z$25,000 $50,000 Homestead Exemption5,00Second $39,144 School Board Exemption Value Homestead Exemption5,00 $25,000 Taxable Value $155,413 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 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 Generated On : 9/12/2014 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $130,413 $127,747 $39,144 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $155,413 $152,747 $64,144 City Exemption Value $50,000 $50,000 $50,000 Taxable Value$130,413 $127,747 $39,144 Regional Exemption Value Taxable Value $50,000 $130,413 $50,000 $127,747 $50,000 $39,144 Sales Information Previous Pace OR Book - Description Sale PageQualification 04/17/2012 $225,000 28083-3458 Qual by exam of deed 2008 and prior year sales; Qual by 12/01/1988 $69,900 13936-3898 exam of deed 00000- 2008 and prior year sales; Qual by 12/01/1973 $41,000 00000 exam of deed 00000- 2008 and prior year sales; Qual by 06/01/1973 $28,500 00000 exam of deed 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.gov/info/disclaimer. asp Version http://www.miamidade.gov/propertysearch/ 9/12/2014 SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE Phone: (385) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM4LI MIAMI, FL 33181 Reviewer: Nems Home MID CLARK JEFF (766)280-9710 Address 109 NE 104TH ST WorkAIMM('305) 632-3469 Company Nems c''y MIAMI SHORES Job Dou" ' E' READY TO REVIEW SbW FL zip 33138 co"'y MIAMI-DADE Page 1 of 5 No.6322-263653 REPRINT 2014-09-12 08:31 OCT 7( 2W 1 Ws rwenre the rightio limil the yuadtias of merchandise _ MERCHANDISE AI'd� SERVICE SUMMARY sfltdtoa,slnmers . .- . -= REF # 181 STOCK MERCHANDISE TO BE DELIVERED: REF # ... ---SIJ - - QTY tiAll DVSC1hI#'TIQj4 -Pi TAX --P `°.E)CO Sitit+l R06 0000-155-400 3.00JLF 1X6-8FT PT WEATHERSHIELD A v $5.17 15.51 R07 0000-252-677 21.00 1-114 X2 PFJ WM180 BRICK $1.63 34.23 R08 8000-565-411 21.00 11116X2-114 PFJ WM327 CASING JV $0.88 $16.80 SIO - MDSE TO BE DELIVERED: REF #i $04 ESTIMATE V DATE: 09/1712014 P.O. #22543805 REF # :SKU .'QT -y- - UM = flES IPT1Q911 I T�413C PFIIC EAOH = EICTEIVSI+C�► SO401 0000-933-166 1.00 EA NAI NA SIO JW EXT ST IMPACT GLASS 7-14D 1 EN DOORS ENTRY DOOR RIGHT 37.5 X 78.75 FLUSH FUL A N $1,238.57 $1,238.57 50402 0000-933-166 1.00 EA NA1 NA SIO JW EXT ST IMPACT GLASS RY STEEL DOORS ENTRY DOOR RIGHT 37.5 X 78.75 F LITE A N $0.00 $0.00 DELIVERY INFORMATION: IDELIVERY DATE: INSTALLER WILL INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLA #0-0 TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL SIGN MERCHANDISE - WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. + ED ff 3 • MY 1305.11 <J'�qIl 001�" Cheak your current order status on f Ine st www.homedepos Page 1 of 5 NO. +6322-263653 ii 1411� 9 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Nasse: CLARK Page 2 of 5 No. 6322-263653 INST-ALLATION #1' REF # 101 ESTIMATED INSTALL BEGIN DATE: 0910712014 ESTIMATED INSTALL. END DATE: 1010712014 MERCHANDISE TO BE INSTALLED: f E RIPTION 0000-155-400 3.00 EA 1X6-8FT PTWEATHERSHIELD 0000.252-677 21.00 LF 1-114 X2 PFJ WM180 BRICK IS04r0l 0000-565-411 21.00 LF 11116312114 PFJ WM327 CASING 0000-933-166 1.40 EA NA SIO JW EXT ST IMPACT GLASS 7-14D SO402 0000-933-166 1.001 EAl NA S10 JW EXT ST IMPACT GLASS 7-14D BASIC INSTALLATION LABOR: -. .: :-. Q�nlvrSE�SKtIl..: 900 0000-523EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36.X96 -672 1.fl0 EAJ N1 $287.00 $287.00 OPTIONAL LABOR SELECTED INCLUDES: 4P�7i7fi1 UESCF#IPTii@N QTY -Um* . TA3t -f'i iICE EAt H . EXTENSION 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING I 1.00 EA NI 15.00 15.00 23 UPCHARGE FOR IMPACT OR INSULATED GLASS UP TO 36" WIDE X 96" HiGH1 1.001 EAl M I son -nal $90,00 CUSTOM LABOR SELECTED INCLUDES: OPTION 'I DESCRIPTION QTY1.#M - TAX PRICE EACH EXTEMSION 1 REMOVAL OF OLD SECURITY DOOR 1.40 PA NI 75.00 75.00 2 PERMIT AND ADMINISTRATIVE FEE QTY X. $1.00 0.00 PA N 0.00 $0.00 INSTAL-LAIRON SITE NAME: JEFF CLARK INSTALL LABOR CHARGE: $467.00 ADDRESS: 109 NAE 104TH ST TRIP CHARGE: 0.00 CITY: MIAMI STATE: FL ZIP: 33138 CREDIT FOR DEPOSITIMEASURE: $50.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TALC: Mere bandise - N. LABOR - N PHONE: 305 632-3469 ALTERNATE PHONE: 305 632-3469 L" • $417.00 BASIC INSTALLATION LABOR INCLUDES: ' PRE INSTALLATION JOSSITE INSPECTION OF THE NEIN DOOR WHEN THE CASINCa+TRIM IS THE SAME SIZE OR ` DELIVERY WITHIN 30 MILE RADIUS OF STORE WIDER (CUSTOMER PROVIDES) REMOVAL OF EXISTING DOOR UNIT ' INCLUDE NON -COLORED STUCCO PATCH TO REPAIR MIKOF1 CHIPS «•• CONTINUED Gill NFXT PAraE •,• Page 2 of 5 No. 6322-263653 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: CLARK Page 3 of 5 No. 6322-263653 Page 3 of 5 No. 6322-2636,53 Customer Copy = ftE F #IOL ' 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 79(98 INCLUDES DOUBLE DOORS AND DOORS . INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF WITH SIDELIGHTS APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) '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 AINDIOR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR ' INSTALL NEW INTERIOR MING AND EXTERIORTRIMBRICKMOLD UNLESS STATED ABOVE THIS INSTALLATIO14 DOES NOT INCLUDE: INSTALL DOORS OVER 72X95 INSTALL. MORTISE LACKS ON WOOD DOORS (CUMMER PROVIDES) INSTALL FIXED ARCH TRANSOM Ln -E IN EXISTINO OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS1WiRING REPAIR CARPENTRYTOOUSTING OPENING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OH INSTALL MERCHANT PLASTER, DRYWALL OR SIDING WORK ELECTRICAL WORK STUCCO PATCH GREATER THAN 4', PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS W STALLALL AMERICAN DOORS INSTAL. FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT SPECIAL NOTES: 'IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT r ADDITIONAL CHARGES AT THE JOBSJTE MAY BE NECESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT COMPLETE THE JOB ANDQR BF14HO THE INSTALL. INTO COMPLIANCE WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL ANDIOR STATE CODES ' ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA ' IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER. 'IT MAY BE NOISY DURING YOUR INSTALLATION TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS A14 ADDED THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE BEFORE COMPILETIND THE INSTALLATION. AIRBORNE DUST IN OTHER CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE `CANCELLING APPOINTMENTS WITH INSTALLERS OR MJSSIJ40 RESPONSIBiLIIY OF THE CUSTOMER. SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES ' AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE ' REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE MAINTENANCE INFORMATION. INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION! ' THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR ' ALL BREAKABLES ANDIOR VALUABLE 013JECTS MUST BE REMOVED PROFESSIONAL OPINION IT SEEMS UtNSAF IN VIOlATIQItiI OF STATE "k CONTINUED ON NEXT PAGE •�" Page 3 of 5 No. 6322-2636,53 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Mame: CLARK Page 4 of 5 No. 6322-263653 Page 4 of 6 No. 6322-263653 Customer Copy REF #101 FROM THE WORK AREA PRIOR TO INSTALLATION 'CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS = F. ti 14 VAL A. ...:- . :.. :..: REF# Ill BASIC INSTALLATION LABOR: 4 .:.= " = :SOIF'CiN ` . - ::: cTY A f'€�C4Ff E?CTEf�IfC3RI 0000-114 1 BUILDING MATERIALS PERMIT FEE -NAT/ -442 1.0© EA N $0.01 $0.01 OPTIONAL LABOR SELECTED INCLUDES: -AIDESCRIPT40M. My - m -"TAK " PRIME fEi�Ci I . 'EKTENSION 6 PERMIT AND ADMINISTRATIVE FEE QTY X .00)1 300.oni EAl N 1 $1.0 $300.00 iNSTAUATiIlDK E f+IrlsllyllE:.lEFF CLARK INSTALL LABOR CHARGE: $3DO.01 ADDRESS: 109 NE 104TH ST TRIP CHARGE: $0.00 CITY: MIAMI STATE: FL LAP: 33138 CREDIT FOR DEPOSITIMEASURE: 0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABO[NSTALL TOTALr 300.00 PHONE: 305 532-3469 ALTERNATE PHONE: 305 632-3469 BASIC INSTALLATION LABOR INCLUDES: • ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNIC[PAUTY OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMEn. POSTAGE ANIS ADIMNISTRATIVE). ' DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOSSITE ' CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED SPECIAL. NOTES: IN FULL NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. - - END OF INSTALL #2 Page 4 of 6 No. 6322-263653 Customer Copy 0 , . SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: CLARK Policy Id (Pl): A. 90 DAYS DEFAULT POLICY ; 'The Horne Depat reserves the right to flrnitl'deny rearms. Please seethe refurn policy sign in stores for details.' Page 5 of 5 No. 6322-263653 Customer Copy Page .5 of 5 No. 63322-263653 REPLACE DOOR IN 1 OPENING ONLY NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. OCTA 7 2014 MEAN ROOF HEIGHT = 12 FT 10 IN CLARK RESIDENCE 109 N.E. 104TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 0 � 0z F d 2— DESIGN LCI w SQ. WIND I PRESSURES APPROVAL PRESSURES I COMMENTS sos• cc> o FTG. ZONE POS. NEG. (N.O.A. #) �d m m m 1 1 36 1 80 20.00 V w N FL14569.1 60.0 -60.0 FRONT ENTRY - LSMI Zd • . z H 0 0 0 0 0 0 O Lu Q M L Q Lu Z z N CL Q C7 o m O z LU LL, a u~ MEAN ROOF HEIGHT = 12 FT 10 IN CLARK RESIDENCE 109 N.E. 104TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA •0000• • • OPENING PRODUCT DESIGN OPENING SQ. WIND I PRESSURES APPROVAL PRESSURES I COMMENTS sos• NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. • • 1 1 36 1 80 20.00 1 5 38.2 1 -50.0 FL14569.1 60.0 -60.0 FRONT ENTRY - LSMI MEAN ROOF HEIGHT = 12 FT 10 IN CLARK RESIDENCE 109 N.E. 104TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA •0000• • • • 0000•• •• • sees e . 0.0.00 sos• •Goes• • 000000 • • • •0000 • REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. 0 0 • e e 0 • 0000 • 0 0000 NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ••G• 0 000• • • • . G • 0 0 0 0 0 0 ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTQGCggCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS.; • 0 0 000000 0000•• • • • • e • . • 0000•• •• • 0000 . • • ••G• 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 10 IN CLARK RESIDENCE 109 N.E. 104TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 04/09/2012 - FAOI Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY= 175 MPH L MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'C' BASED ONKd=0.85 URES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN INTERIOR ZONE 4 PRESS INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO f ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE Ci WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C EQ • i1 THESE TABLES. 2. OF VALID L ° ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R L APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 30° SHA B I3. INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B A E , OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI PAIS R S. ALWAYS ROUND ' LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP IMG IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS SH D, RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. S. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 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. Mean DESIGN PRESSURES PSD -ZONE 4 Roof Tributary Area (Sq Ft Height 10 1 15 1 20 2S 30 Roof -43.4 42.4 41.6 41.1 0.61. 2 0-15ft +40.1 +39.0 +38.2 +37.7 :;.'I +37.2 + ,8 25 -44.0 -43.0 -42.2 -41.6 -41.1 1 =3 16 ft +40.6 +39.5 +38.8 +38.2 +37,7 + ,3 '36„6 6 -45.2 44.6 43.5 42.8 42.2 41.7 41. 3 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 . . • • • • ASCE -45.1 -44.0 -43.3 -42.7 -42.2 -45.9 18 ft +41.6,+40.5 +39.5 +39.7 +39.1 +38.6 07 Z.3 +36.9 -45.7 -44.6 -43.8 -43.2 -42.7 42 a 19 ft -49.2 -48.4 -47.6 -47.0 -46.5 1 +41.1 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +37.1 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +40.5 -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.11+38.8 +38.S +40.2 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +40.0 -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft -53.7 -52.4 514 -49.2 -48.6 21 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 24 ft +44.2 +43.1 +42.2 +4L6 +41.1 +40.6 +40.2 +39.9 +39.6 +42.3 -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 5 5 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -56.9 -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft +45.3 +".1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 1 -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 28 ft +45,7 +44.5 +43.6 +43.0 +42.4 .k +43.4 -49.9 -48.7 -47.8 -47.2 -46.6 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 + 4 -50.3 -49.0 -48.2 -47.5 47.0 S 7 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 + 1.8 + -51.0 -49.7 -48.8 -48.2 -47.6 4 . 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 +42.6 -51.9 -50.7 -49.8 -49.1 -48.5 35 ft -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 +47.9 +46.6 +45.7 +4S.0 +44.5 +43.0 +42.4 -53.4 -52.1 -51.2 -50.5 -49.9 -49 40 ft +49.2 +47.9 +47.0 +46,3 +45.7 +45.2 +44.8 +44.4 +44.1 -52.0 -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -594 430, -&9.% 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 945.9 +45.9 #15.211 -5-&T -57.9 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 7ig soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.9 +46.9 -96.2 +41.8 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -b/.4 - -51.0 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +45.7 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 r60 ft 6O ft+53.6 +52.2 +51.2 +50.4 +49.8 +4 +48.% #48.4 +481 Mean G1 m n �' > O DESIGN PRESSURES (PS - ZONE 5 REMARKS • • • OHKD D6�TFs �� 1!i FLORIDA BUILDING CODEENGINEERING,, Roof m� m 0 o ` GSS INR ISSUE • GSS 5/12 Tributa Area ( Ft REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 ASCE 7-10, CHAPTER 30 ® EXPRESS X -N <4� o+T- '�'� 10 15 20 25 30 35 40 1 45 50 - 3.6 -51. -..9 t� -47.1 -46.4 -45.8 -45.2 P__ 1 +39. +38.2 37.7 +37.2 +36.8 +36.4 +36.1 +35.9 I -P 1"� -54.4 -52.2 . . • • • • ASCE - 49.5 -48.6 -47.7 -47.0 -46.4 -45.9 0 v +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 1 +41.1 +40,0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 514 -49.2 -48.6 21 ft +43.0 +41.9 +41.1 +38.5 58.1 -55.8 -54.2 - 49.0 22 ft +43.4 +42.3 +41.5 +38.9 -58.7 -56.4 -54 7 5 5 j'6 -49.5 23 ft +43.8 +42.7 +41.8 jlz5 +46. 1 +39.2 59.2 -56.9 -55.2 -5.2-50.0 24ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 25 ft -59.7 -57A -55.7 4 +44.6 +43.4 +42.6 9 + 6 9.9 -60.2 -57.8 -56.2 -54& - 1. -50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +4L3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 -60A -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40ft +49.2 +47.9 +47.0 1 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 • 67.6 j6,4.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 g5 i •50A +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 669. 66.4 -64.4 -63.0 61.7 -60.7 -59.8 -59.0 -58.3 �0 051.6 4CO.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 - 0. -67.7 -65.8 64.2 63.0 -61.9 -61.0 -60.2 -59.5 SS ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +475 +47.1 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 ft +98.6 VAR +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 GENERAL NOTES: 1, TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 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 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 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 LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 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. 4. THIS SPECIFICATION IS INITENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ESTT4y IN G WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS N i�' NO VERIFIED BY THE GOVERNING BUILDING DEPARTM RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE 5. THIS SPECIFICA O I T R ANY PRODUCT APPROVED CERTIFICATION. RE R L: MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G T((st F MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS B Y^. CCORDANCE WlTMGOVERNING CODES. 6. ADHERE TO ALL GT.P.Ry £> M ORDINANCES. 7. NO CERTIFICATIO OF THE HOST STRUCTURE. 8. EXCEPT AS EX ES LY N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAStgjQjbk6UWLb)Qb0RH, PEAK ROOF WHICHEVER IS SMA ����W (W LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 Id QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a cl EAVE HEIGHT L� ROOF I HEIGHT 5 � ® � 5 � ELEVATION a © $O WALL ZONE FIGURES /� f IS ETRI G1 m n �' > O g REMARKS • • • OHKD D6�TFs �� 1!i FLORIDA BUILDING CODEENGINEERING,, ENGINEERING m� m 0 o ` GSS INR ISSUE • GSS 5/12 m L 3 G) REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 ASCE 7-10, CHAPTER 30 ® EXPRESS X -N <4� o+T- '�'� _ n DESIGN LOADS FOR COMPONENTS & CLADDING s 160 SW 12th AVENUE, #106 0 az 0 l� 1OLnz - • • -• 9 t� MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m a cn O m PH: (954) 354-0660 FAX: (954) 3540443 `o � o THIS DOCUMENT IS PRD TYoF • • • o .. z I -P 1"� RE AND SHALL NOT REP TLI 0 R P T WITHouTwRITTENC"ENwFFRAPy(LB b "ALTERA1lONS, ADDITIONS, HIGHLIGHTING, OR OTHER . . • • • • ASCE 7 - 0 WWW.ENGEXP.COM W o r �S O -N 0 v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH #98&5 m m F1 SCIS Home I tog In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads I Publications Product Approval Menu > Product or Application Search > Application List > Andicatlon History > Application Detail Product Manufacturer Address/Phone/Email Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By SCIS Site Map I Links I Search « roved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or. the Commission If necessary. ] ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.cam ]ELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 custemerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing • • • 0000•• • 0000•• National Accreditation & Management Institute, 0000 National Accreditation & Management Institute, • 0000•• •• •• •••••• Standard • • TAS 201 • • Tnc �n� 0 • • htip://www.floridabuilding.orgtpHpr app_dti.aspx7param=wGEVXQwtDquxTVBjriRcYg°/a2fl0EliWIXNZWerCpCVBVRogUTUXiX3Dj6sw%3d%3d[IO/2112013 8:39:53 AM] 4 �gl YM t} Product Approval Method Method 1 Option A Date Submitted 09/03/2013 Date Validated 09/05/2013 Date Pending FBC Approval Date Approved 09/10/2013 — a No- 14569.1 Steel, Wood Edge Door 6'-0" x 6'-S" , Full Ute, Single or Double Door, Outswfng - LMI Limits of Use Certlflcation Agency Certificate Approved for use in HVHZ: Yes FL14S69R3 C CAC CNIno6255-R6-sig en d.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2017 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer Instructions as stated FL14569 R3 II 3W0509-03 SS.odf on drawing 3WO509-03 Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FLL4569 R3 AE PER2440 SS FL.odf Created by Independent Third Party: Yes �iBa�k Nett Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Priyap. Statement :: Accessibility Statement :: Refufld 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 mall. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, Ilcensees 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 ham... Product Approval Accepter tah. ug'p'� CI'e t FlfFZ I?a • • t 0000•• • • • 0000•• 80 • •see• y • • 6 63 000.00 0008 000000 �, 0000•• • • • 0000•• 0000 0000 • • 0 00 0000 0080 000•• • • 000000 ••• • 00000 • • • • •• •• •• 0000•0 6600•• • • • • • • • • • • 006680 0608•• ri 00 • 0000 • • • •••• �I , �V. 1 XNZWerCpCVB VRogUTUXbGDj6sw%3d°/a3d[ 10/21/2013 8:39:53 AM] NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006255-R6 10/14/2005 Structural JELD-WEN 104-3 05/21/2013 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 NAM] 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 AIlen Frame and Endura Ultimate Hurricane Astragal Configuration: XX Glazing: IG -1/8" Tempered Glass/ Laminate -1/8" Annealed Glass/0.090" Solutia Interlayer/118" 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 R uNC •.... TAS 201/202/203-94 ..Goes .GG* Design Pressure: +.6060 psf Large Missile Impaet-Rated • • • • ... ... . Product Tested By: National Certified Testing Laboratories ...• • .. .. 00 e. Report No: NCTL-210-3195-1/SJW2011-070/W- 1 556/W- 1565 e..e Expiration Date: September 30, 2017 • e eG 00 • s • 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 JELDrWEN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL° INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUL CODE(FBC) BASE ON THE SIGNED AND SEALED DATE; INCLUDOVGHVHZAN BEEN EVALUATED INACCORDANCE WITH THEFOLLOWING: TAS201-94 ASTME330-02 ASTME18" TAS2172.94 ASTMES31-00 ASTME199"S TAS203-94 ASTME283-91 2 WOOD BUCKS BY OTHERS, MUST RE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCTANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DET ANCHOR EM13EDUENTTO BASE MATERAL SHALL BEBEYOND WALL DRESS OR STUCCO. 4. DESIGNED PRESSURE RA TWO SEE TABLE 1, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE NW`121 a PRODUCTDOESNOTREOUIRE SHUTTERS DOOR L EAF CONSTRUCT ION: Face sheets: 24 GA (0.021 " min) thickness. Galvanized steel A-525 commercial quality AKDQ per ASTM 620 with average minimum yield strength Fy(ave)=30627 psl. Core Design Expanded polystyrene with 1.0 to 1.25 lbs density, by Jeid-Wen Inc. Panel Construction. The active and inactive panels are constructed from 24 GA (0.021"min) galvanized steel The face sheets at top and bottom are bem 901 over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21"high x 1.688' wide. The sides of the face sheets are roil formed into the latch and hinge shies which measure 1.0D' hgh x 1.688" wale. The i interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and iamiinated impact 1"/G. On double door applications the 1naclfve door is fitted with an extruded aluminum astragal of 6063-T5 afloy, manufactured by Endura. Frame Constn ctfon: The frames are constructed of fingerjointed pine jambs measuring 4-9116"x 1-114" The head jambs are mlzlisei#** bill joined It* • • the side jambs, and allachad with time (3) 167116' poo x -9joZrg • • • • staples on each side. The threshhold is attach i• tfie sidegarrdrs with o 9 i • i Hiroo (3) 16GA 7116 " crown x 2" long staples grr doh tlr • • • • • • Glazing: ODL Insulated rite is 1 "overall thicknes bonsi. 9 bf on? Pi) • • • pane of 0.126'tempered glass; 0.5" airspace; two (2) panes of 0.125" annealed with .090" PVB Interlayer by Solutia. AR Rtes are sand ii1ched glazed into the panels. • 000 • • • 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH 1 3: 20 i/2" _ MAX S D.L.O. @,O 3 3 B M m 4 74" MAX. OVERALL FRAME WIDTH 36 1/2" MAX. PANEL WIDTH —{ W/ASTRAGAL a a I I TABLE OF CONTENTS %'1 o 5i • 1 • 20 11/2" 2 o • 3 • • o z x 4 • D.L.O. 5 ANCHORING LOCATIONS INACTIVE � 7 ACTIVE ut 3 tv a 0 4 4 3 O 3 SINGLE OUTSWINC UNIT (XJ SCALE.• 1/R" =1'—O" ASTRAGAL BOLT ITEM # 12 DOUBLE OUTSWINC UNIT jXX) SCALE- 1/•Z" =1'—O' ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE TABLE I DESIGN PRESSURE RATING APPROVED FOR USE WHERE PROTECTION FOR WATER INFILTRATIOMtSRECURED OSCINE 180.0 PS &ATNE SOA PSF TABLE OF CONTENTS ,SHEkjj DESCRIPTION • 1 • 20 1/2" 2 o • 3 • • MAX 4 • ' Li 5 ANCHORING LOCATIONS 6 _ 7 ACTIVE a 0 O 3 C n DOUBLE OUTSWINC UNIT jXX) SCALE- 1/•Z" =1'—O' ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE TABLE I DESIGN PRESSURE RATING APPROVED FOR USE WHERE PROTECTION FOR WATER INFILTRATIOMtSRECURED OSCINE 180.0 PS &ATNE SOA PSF • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASOMY/CONCRETE. SEE SHEET 4 FOR DETAILS. to laon.�61 0C?CNcvo aO CWo aLLL-f :EX O co £ d LL `l `r Igltally signed by Hermes F. Norem tints: 6/18/13 �` ���' • • 0S leasorK I am approving ttds document sw C. AS NOTEI :sate: 2013.07.112225:52 -00C M. BY. EAG cwc ImS. SAFF " 'f) 6- rFI(WIV F. NOWERD. P.E i OT .• P;' 4r � PI.OH{OAP.E ti0.Tl7re OPAWtthG No- ........ F ' •G`' ` euanaw DROM rc. JW0509-03 rriSS/ONAItia���` 3WEeAtHAeeACt1BLVa,STE338 v ru�rrr.Ltt R oAtoAeFAex sHEE1 1 of 7 TABLE OF CONTENTS ,SHEkjj DESCRIPTION • 1 • TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION B BI`L. OF MATERIAL • 3 • • HORIZONTAL CROSS SECTIONS 4 • OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS 5 ANCHORING LOCATIONS 6 COMPONENT DETAILS 7 UWT'COMPONENTS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASOMY/CONCRETE. SEE SHEET 4 FOR DETAILS. to laon.�61 0C?CNcvo aO CWo aLLL-f :EX O co £ d LL `l `r Igltally signed by Hermes F. Norem tints: 6/18/13 �` ���' • • 0S leasorK I am approving ttds document sw C. AS NOTEI :sate: 2013.07.112225:52 -00C M. BY. EAG cwc ImS. SAFF " 'f) 6- rFI(WIV F. NOWERD. P.E i OT .• P;' 4r � PI.OH{OAP.E ti0.Tl7re OPAWtthG No- ........ F ' •G`' ` euanaw DROM rc. JW0509-03 rriSS/ONAItia���` 3WEeAtHAeeACt1BLVa,STE338 v ru�rrr.Ltt R oAtoAeFAex sHEE1 1 of 7 1 1/2" MIN. EMB. 1/4" MAX. SEE SHIM THK. DETAIL A SHT. 7 x U W z La Of uj 0 Go 1 1/2" MIN. EMB. m SEE DETAIL G o SHT. 5 23 22 Lfl MW300I4 r- - 1" MIN. 1" MIN. m MIN: I" MIN. �s MAX. M THK. SEE DETAIL A SMT. 7 ED LSI x w b5. :11 SEE DETAL G o SHT. 6 23 N JL1iYO 22 N ����� to v Material SIDE JAMB 1 1,44:. 4 07162 FIN ORMMM PNeE i i •• 11 • •• • • i i • i i•i • 1 34 ZlIttL 7 & X 3 PHILLIPS F1ATGiEAD WOOD SCREW STEEL 8 8X1 PHILLIPSFIAT HEAD WOOD SCREW STEEL 9 COMPRESSION O -(O -650 VINYL 11 OU15WING THRESHOLD ENDURA ALUMINUM 12 ASTRAGAL THROW BOLT. STEEL ROD. 5/16- x 18 STEEL ASTRAGAL BOLT STRIKE PLATE LOCATED t3 ON HEAD JAMB 0 14 116 Gm 7116' GROWN x 2' LONG STAPLES STEEL 15 KWIKSET LOCK SERIES 400 STEEL 19 STEEL 17 ENDURA ULTIMATE HURRICANE 4UM ALUMINUM 0 Soo0 19 2x WOOD RUCK WOOD 20 NON COMPRESSION SHIM 0 0 21 DOW 995 SILICONE SEALANT SIU ON 1 IMPACT. fG ASSEMBLY eY DUE • • • 24 3 [AMINATED ANNEALED GLASS GLASS ••• m • • • • STEEL 28 MOM POLY8TT w 11A 10 1Zft Q+M BY all -M) • • • • • • � of LYL 1" • 11Y• • • • • IIF �- MIN. MIS. • • • LU w - 1" MIN. G CROSS SECTION Trp. B VERTICAL CROSS AAfE INSTALLATION C 2 CONCRETE INSTAL • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 • 0 EXTERIOR 1" MIN. Item DESCRIPTION Material SIDE JAMB 1 1,44:. 4 07162 FIN ORMMM PNeE PINE 2 HE4D JAMB 0 1/4'x 4 9/16' FINGER101NTED Pi N 3 4 x 4 BUTT HINGE 12GA. .089 MIN] STEEL 4 J9 x r" PHILLIPS EAOOD SCREW STEEL 5 i0 2X HD SCREW WITH f 1 2 IRN. EN8m. 2' 5 10 PHILLIPS FIATME40 WOOD SCREW ZlIttL 7 & X 3 PHILLIPS F1ATGiEAD WOOD SCREW STEEL 8 8X1 PHILLIPSFIAT HEAD WOOD SCREW STEEL 9 COMPRESSION O -(O -650 VINYL 11 OU15WING THRESHOLD ENDURA ALUMINUM 12 ASTRAGAL THROW BOLT. STEEL ROD. 5/16- x 18 STEEL ASTRAGAL BOLT STRIKE PLATE LOCATED t3 ON HEAD JAMB STEEL 14 116 Gm 7116' GROWN x 2' LONG STAPLES STEEL 15 KWIKSET LOCK SERIES 400 STEEL 16 KwtKsEr Mow SERIES 785 STEEL 17 ENDURA ULTIMATE HURRICANE 4UM ALUMINUM ASTRAGAL BOLT STRIKE PLATE ON dDT-170M 51 19 2x WOOD RUCK WOOD 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SIU ON 1 IMPACT. fG ASSEMBLY eY DUE CLASS 23 1 8 TEMPERED GLASS GLASS 24 3 [AMINATED ANNEALED GLASS GLASS 25 LOCK MOCK SOLID WOO x 12 LGJ m TOP Wa LVL LVL TTOM RAIL 25GA MEN GALVANIZED STEEL STEEL 28 MOM POLY8TT w 11A 10 1Zft Q+M BY all -M) FOAM 29 STEEL ODOR PANEL SKIM MATEiM 24CA GALVANRED A-525 CtAtMEFtCiAL 0W1LITY 0.021' AM THP K. STEEL IZED 30 ALIALBAIM 31 R= SIM STILE IFWGFR JU LYL 32 TCH SUE LW 33 8 x 2 PHILLIPS FLATHEAD WOOD SCREW STEL 34 3 16 ITW RUILDEX i K WITH 1.25' MW. EMBEDMENT STEEL 35 OPTIONAL 1 x WOOD BUCK WOOD NOTES: FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #S & #34), SEE SHEET 5. FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. - •a. TT � � NERAW F. NORM. PE P.ORfOA P.E NO.nM BWLDM DROPS, am DAMA DFACH MYO.. DTI o m lazi0vw a]OMaEN0 ao agoco m -j0Lo+Ors�aa m� `1 w: 6/18/13 SAS NOTED G. By: EAG x. S S. SAFFE AWING NO.: JW0509-03 EFT 2 of 7 z j? b � D O _ a\ m \ 14 •� N •••• yL,o C4 C) • • • N '�'o�v�'n':' + NN04, Q '. V r • N � ti•'4� u.�' V �� 4�p ��. • • :rr,: � I at o•,b:�3:�cr OS • • • • • 0 s4 v C I+ N • � O N •:••• Y-- N N N� �n ��N 2 G M0 iii N F-1 411 N A IIIWWOO m _ � •4�ti 1 3/4' t3' '+- y";. PANEL THK. C4 PANEL THK. at ai ^R7] :cif: W v Q1 C7 `?•y`, �� .'� �v Ir�� o o ti 1 Gx ~ I,IIIIIIIt11//�� p¢ XAi ppp� V- I b to ti Q l� -1 "•t X � F � � P � 51 NIF o1 ROgUCT:WOOD EDGE IMPACT GLAZED STEP. DOOR 6-8 OUTSWfNG w<anowe • aooae Iw o c D 1 c 1 E i7 I N G SINGLE OR DOUBLE 3737 Lakeport Blvd. o `• 2 °� 4/8/06 PART OR ASSEMBLY: Klamath Falls, Oregon 97601 IV �o w 1 4AL REVISIO HORIZONTAL CROSS SECTIONS Ph. (541) 882-3451 ❑ N DA E REVISIONS 6Y I Fax (541) 850-2609 1 34 1 1/4' Mla. EMB. 0 1' 1' MIN. 1. /4" MAX. a r — 1' MIN. 1' MIN. r MIN. 1' SEE DETAIL A 28 29 Od � c' MIN. SHEET 7 15 Odo Go COm o 07 n1 21 22 G v ONO a d SEE '� a O ddoG z 9 30 DETAIL G d m 23 SHT. 6 = st 1" O mu:t 20 1• MIN. ',.t'' y43'•`'.' $ Q � W x 1/a• Max. MW.•,_. ,; ';+f k r, « r W SHIM THK. -2 '•+,��•' ,i m C f1 SEE I 33 Iii.f �':1•L:i m DETAIL Ajl y SHT. 7 26 21 24 28 4 OPERATING UAUT IX 60CR - 32 9 34 9 OPT£ON IN mASONRY/CONCmu 21 (SCALE.- 6" =f•_O•f 1 1 1/4'MB. Z MIN. E�iz ZO 1/4' MAX. �� N � W G swim 21 21 ETAIL 22 SEESHHEEET 7 1'SEE A�UN. oSEE D SAT. 6 21 3D x 9 t� MIN. U DETat c SGBto d SHT. 6 iE ` O � 23 31 I uj CIC La 000 �z 22 INiERi� y 1• W 0 Z . pO `• Mw-WEN. w m � O tv 7NfERKNi ��`;.a;:'r..' . 9i � r { (t..;t , •,,';'»:�" j t~n W •� 2':'.•„rt„ .+ tsl•i?q•�,x•i yr" - 'r�.• j: V I EXTEMOR 'L •.. ta'.'v't'^.c �,,..�;:":" 't.� > O m0 21 21 1 1/4•21 29 28 4 gl XU 30 "."•'.'", i MIN, 3 34 1 >- ~`~;; 2t EMB. 4 36 34 19 20 gQSS SECTION 2'YP. g 28 5•„. Q 1 2 31 32 2 4 OPlsRATIAlG UNIT >X BUCR O 27 '-� 29 OPTION IN KASONRY/CONCREiE a RICHT AYINCE SIIOWM L&PF II£NCB OPPOSITE SXOFN 1' MIN. o (SCALA: 6"=>•-0"f If Z O 1 34 1' MIN c •.1n • • • so • • • NOTES:a W .. • • •• . Q • • • • ��� 1 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #B & #34)• SEE n • •1000 SHEET 8. .Q \, SFE DETAL A a Ir N s --i 1' MIN. • • • • • • • MIN• • ON SHEET 7 PLACED 1• MW. 1" MIN. .o \��\ AS MIIN1 MUM ANCHOR IS.AAICIF#��}r/IN NARROW SECTION OF HEAD OR JANE AS LONG '-z �p`�ES K DATF:6118/13 • • • • • es • • !! • — MAx. �� tOQ . •' .Fp �' sCA a AS NOTED 2 A Y (' •• • f SHIM t :' . O ^� 4OPERATING UNIT A[•�£CR • • • • •'• 6 1 112 MIN. EMB. 7 ^• By. EAG OPTION IN A£ASONRYYSONCAIET6 • • -'k' • = * = CHIC W.S. SAFFEU (SCALE. 6"=1'-0') • • • • • • • • • Z "0 T r - NiP.NOAvwO P.E • i ••• • COluETEf • ^ 94! PLONmA P.E. NO. OP7iONAL MASONRY/CONCRETE INSTALL '0-% •. P iu .� ollawwo No.: MASONRY � �` � � a'"'-�'160g6is'�' JW0509-03 BY CROSS SECTION OF HEAD OR JAMB %.,Fss� ••' aG``�•� MEp�e��a a SM'�3 mm OTHERS _ �,� oNA4 `7�� Fe PE CEW. OF AUM UM 2B$n %HEFT 4 oP 7 • • • • • • • • • • � sees sees 1 n � f • • rJ 1 Q sees• r • • Mm • 80 3/4" 13 7/8" TYP. 6' �-- 36 3/8" 5 1/2" SEE DETAIL C SHEET 6 n T � I I 1 I I I n J � rn I I I I m N 6" TYPICAL n .. 6" TYPICAL rmi m - b N F D rn r � � =m M = m 0 7 3/8" o Ln 38 3/8" C D 69 3/8" m I A g 8 N N 36 3/8" 5 1/2" cn \ V o $ N n D 1 1 10 _ STEEL DOOR 6-8 OUTSR+ING SINGLE OR DOUBLE En r�sEn +•+y w><xnows • nooxe =10 cn I" C 141 08 ADD CONC. DWQ. EAG 8" TYPICAL A /1 6" TYPICAL r � � =m M = m 0 7 3/8" o Ln 38 3/8" C D 69 3/8" m g 8 PRODUCT:WOOD EDGE IMPACT GLAZED T TYFA%Fj'N o $ !Zn n D 1 1 10 ENERAL R IStON GL STEEL DOOR 6-8 OUTSR+ING SINGLE OR DOUBLE +•+y w><xnows • nooxe r"o $ cn I" C 141 08 ADD CONC. DWQ. EAG 3737 Lakeport Blvd. fO " �n B 4 O6 NE L REVISION REIN PART OR ASSE►78LY: Klamath Fells, Oregon 97601 I� o N 12/17/04/ ENERAL R ISION ANCHORING LOCATIONS Ph. (641) 882-3461 ATEBY & DETAILS Fax (641) 850-2609 REVISI NS- ANCHOR @ EXTERIOR SIDE EXTERIOR 7 34 2 13 2 0 a 0 0 JNTER(OR 13 DRILL 3/8- ASTRAGAL RETAINER BOLT +HOLE NER THRU "E/MASONRY . 1-3/8' DEEP L '9 '9'8T" vorrNTIAV a -/ 2-HROM'SOLT STRIKE PLATE FOR 4�r SCALE r' -/'-0" SCALS- 3" =f' -O" icy DRILL 3/8- ASTRAGAL RETAINER BOLT HOLE 0000 \THRU THRESHOLD/MASONRY x 1-3/8' DEEP a-.+ 00 00 -.+III 78 41 — • DETAIL -*: P-ENOURA Z ASTRAGAL RINER STRM PfAMFQ&:Ifl.•��,Ar�WAC N0" PpAr ws SCALE: 3" =1'-0" SCALE.• ATS • :0 • 0.0 1.0 :0 0 :o: : : . : 0 0 0 0% CD CD O 0 In 0 cn N Q" 2 CD C4 ; 3 1 0 co -n 3 34 CLO co cc 5 11/2'a -j a Lo Lo 5 1/2' o t7 trip C x cn LL 33 E 3 34 AIL rL c DETAIL D )w RUM TO J-01may STRLU EM W ASTRAGAL ,7, oll cl 0 3AV" -P-01, LU Z C — =.000/ N C3 Do Cl 1/2" x 1/4" CU -0 SPACER 30 21 1/8- TEMPERED GLASS z ZZ Ato 1/2 AIR SPACE oo O ui 3"Fn ui 0.090, Pvs z to BY z SCLUTIA¢ 21 0 EXTERIOR (NaA J12-1231.09) 3- Z C) OR CURRENT APPROVAL :3 Ld a Ld 5/8- GLASS— -�2"IM-W SITE 1/8' ANNEALED no co .t DETAIL 0 - ODL GLAZING DETAIL ISULATED GLASS w 04 DAM 43, 6118113 Scm AS NOTED 7 1- Dm sy- EAG cm w -.S. SAFFELL HEIMES F. KCRERD, PJL FL0FWAP.S.N0.rJM DWNM NO.: 'MUND DROM Wc. Al- r z MUM MCH OLVD, GTE 3a JWO509-03 it BEACH, FL33M 1111W Fsp D&CMERT. CF A UT K N0.79878 sHErr &_ of 7 f j+--- 4 9/16- f /76" -{ 7JJrA96ME—AWATED SCALE: 6" =1'-O" z F 2 1/2" 1 O O h 4" O O O O -��---1/16" (Min) 1 � 11iOTT XINCE 4.4.12 G . SCALE. 6" =1'-O" 1 13/16" 1 1/4" asneacv. uo LATCH Lou s \ 9/16" nCOAlPRESS EA A wTHERSTRlP QDS-650 SCALE 6" -1--0- A 1'-O" ASTRA AL STRZK9 PLATE l �n 1ENDUR AL AfINUd ASTR GAL K - WDO SCALE 6" =r' -O" SCALE 6 =>'-0" 2`� SCALE.• 6" =f'-0" 18" ASTRAGAL BOLT • • • • • ,•-� AiAST l ROD • • (y .�9: �l.14WAfATE .• •.. •. . • . .• �.- 4 9/16" --- 1"1 &UTSWINC THRESHOLD _(ENwc Il - r�1 11/16" - RAIL (LVLGE STILE LVL)CH STILE LVL ALE.• 6" =1'-0" r2 1/2"1 T o o CD 3/16" C -SINK. �-- NOTE 1 -USE #1QQ WO INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT • • !! • *IEN IWSiaL.Ll •INTO WOOD SUBSTRATE AT HEAD & JAMBS. ••• • ( J •2 -•USE /(6 Al 2 ;•/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. • �• / �3 u SE 3•(1$ rj.TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. • • • • • *WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL A - CQUATERKSIAiK DETAIL SCALE. 1/4" =1'-O" • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 BOTTOAf IL STEEL. 2 GA Arm GALV. SCALE.- 6" =f' -O" ASTRAGAL SILL ODL ALLEN FRAME 18 sc cLr- 6- IrO- 30 Msc5: 6s' o SSNO ittf m1 0,`,` 0 m •a�tao a_> a in 01c9N Q 0 2 a0 N 0 O N • O. 0 03 CO 01 0r r a� Ot�Oin Q n LL co 1x0 Sco 0 LL Y c� .°loo z z O DOWi & WIZ U a ljj w O LI in Z SCAMAS NOTED oww By. EAG HER11M F. NORERO,PE CHK. BY -S. SAFFE FLOwDAP.E.NO.n7M ORWANB NO.: BULDOMDROPS,om UW0509-03 388E DAPOA BEACH BLVD, an 38B OAMA BEACH, FL 93044 SHEET 7 OF % FBPE CERT.OF ABTH. M29M 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.corn Product Evaluation Report O JELD-WEN, inc. Contours Premium Steel Wood Edge Full Lite Outswing Door fog' Florida Product Approval Report No. 244 Florida Building Code 2010 Per Rule 9N-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74"x 80.75" Prepared For: JELL -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes Norero, P.E. Florida Professional Engineer # 73778 Date: 06/27/2013 Contents: Evaluation Report Pages 1 — 5 Installation Details Page 6 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2013.09.0414:18:19 -04'00' •000.0 ...... .... ...... .... .... . . w.,• . O . 'd TT cr; 4 C • •C3P: �✓�: St0NAGS'' He'AMMfero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Door Assembly FL#:FL14569-R3 Date: 06/27/2013 Report No: 2440 Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Wood Edge Impact Glazed Steel Outswing Door (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 Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity Involved In the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions JW0509-03, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. a . ...4 3. When used in areas requiring wind borne debris protection this p.Pod @t comp es wit•h ••••�• Section 1609.1.2 of the 2010 Florida Building Code and does not retiUire an impt"Vistant •� covering. 000:0• 0009 00000 0 4. Site conditions that deviate from the details of drawing JW0509-dlrec*uire further :....: .. .... engineering analysis by a licensed engineer or registered architect..... .... • ...•. 5. See Installation Instructions JW0509-03 for size and design press tjrr ljrnjtatio%, 00:000 . . . •• .. .• 000000 0000•• • • • . . • 0000.• 0000.. • • 0000.. .• . 0000 . . Hermes Norero, P.E. Florida No. 73778 Page 2 of 6 �� BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#:FL14569-R3 Date: 06/27/2013 Report No: 2440 Certification Agency: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E331-00 • ASTM E283-91 • ASTM E1886-05 • ASTM E1996-05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3195-1, Report Date: 01/08/2013 Report #: SJW2011-070, Report Date: 06/03/2011 Report #: NCTL-210-3195-1A, Report Date: 04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization # QUA1789) 3. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization #CER 1773) •0.0.0 • 00000. 4. Solutia Saflex Interlayer Miami Dade BCCO ...... '....' ....:. (FBC Organization #: CER 1592) •••�•• • • • • • 0 o 0000 NOA #: 12-1231.090 •••. • 66:00 • 5. Component Material Testing of Dylite Expandable;;kQ*Wrene'Bjr. .. .• Intertek Testing Services NA, Inc. •. 000.0. • • • 0.0 ASTM E84-08• • • . . • . 0.0..0 Report#: 3113726SAT-001 R1 Report Date: 03/13/409 ;"•'• 0 Hermes Norero, P.E. Florida No. 73778 Page 3 of 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Equivalence of Test Standards: FL#-FL14569-R3 Date: 06/27/2013 Report No: 2440 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 2010 Florida Building Code. IELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E1996-05 2) ASTM E84-08 Chapter 35 of the 2010 Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E1996-06 2) ASTM E84-07 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 2010 FBC including HVHZ provisions. • •900.0 • • 00.0.0 •.• 9 •60• • 0.000 9999 •69.66 • 000000 • • • • 0609 0090 996• • •• •99• 0000 00.00 6.6.9• ••• • •9•e• • •00 • • • •••••• • • ••6.6• • • • • Hermes Norero, P.E. Florida No. 73778 Page 4 of 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL*: F11-14569-113 Date: 06/27/2013 Report No: 2440 Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter iTW Tapcon type concrete screw anchors of sufficient length to achieve minirnum 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: esign Pressure _ Positive _ _ _ 60 PSF Nesative 60 PSF .. • • 6666•• •• • oboe • ••••0G •Go• 6660•6 • •00000 • • f •0000• &*of 0000 • • • • 6666 off* 00000 •o•C0• off • 09•00 •• •• •• Goof:* • • • • • • • • • 6666•• • •o•G•:0 feeof 0 *see Hermes Norero; P.E. Florida No. 73778 Page 5 of 6 /MAN* BUILDING DROPS A Perfect Solution in Every Drop 06 Certificate of Authorization: 29578 Installation Method JELD-WEN, inc. Wood Edge Impact Glazed Steel Outswing Door 6" -1 12 1 /2" "rP 6"--1 Ft G„ -.---�— 12 1/2" TYP 74" 0000•• • 0000•• 0000 0000 0000•• 0000•• FL#:FL14569-R3 Date: 06/27/2013 Report No: 2440 0000•• • •••• • • 0000 0000 • • 0000 ••• • • • • • •0000• • •0•• • 0000 0000•• • • • 0000•• 0000•• 00 0 0• • 0000• 0000•• • • • 0.00.0 •••••• • Hermes Norero, P.E. Florida No. 73778 Page 6 of 6