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WS-16-1310 rf yip Miami Shores Village 10050 N.E.2nd Avenue NW � � Miami Shores,FL 33138-0000 APPROVE hfi " Phone: (305)795-2204 0 RIDf' , 42116 Expiration: 111 012016 Project Address Parcel Number Applicant 86 NW 108 Street 1121360110160 Miami Shores, FL 33168- Block: Lot: YVROSE VALDES Owner Information Address Phone Celt YVROSE VALDES 86 NW 108 Street MIAMI SHORES FL 33168-4311 Contractor(s) Phone Cell Phone Valuation: $ 3,843. 8 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: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee IflVOICe# WS-5-16-59775 $2.00 05/16/2016 Check#:22260 $50.00 $79.40 DCA Fee $2.00 Education Surcharge $0.80 05/24/2016 Check#:79.40 $79.40 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $129.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID ify t e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi onin F h I horize the above-named contractor to do the work stated. May 24,2016 ut zed Sig ure:Owner / Applicant / Contractor / Agent Date Bui ing Department Copy May 24,2016 1 ACORO® DATE(MMIDONYYY) CERTIFICATE OF LIABILITY INSURANCE 4/27/2016 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 policy(les)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 this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Nicole Ramdeen Stirling Insurance Services, Inc. PHONE (561)338-3030 AIC' No:(561)338-3055 1700 North Dixie Highway AIL ADDRESS:nicole@stirlingfinancial.corn Suite 109 INSURERS AFFORDING COVERAGE NAIC# Boca Raton FL 33432 INSURERA:Colony Insurance Company 39993 INSURED INSURER B:De ositors Insurance Company 42587 J & G Carpentry, Inc. INSURERC:RLI Insurance Company 13056 13461 79th Court North INSURER D: INSURER E; West Palm Beach FL 33412 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1642714840 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD IY MM/DDYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE1XI OCCUR DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ 103GL000383803 5/2/2016 5/2/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY F—]PRO- D LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY MBINEDccident IN LE LIMIT $ 1,000,000 Ea a ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED AUTOS X AUTOS ACPBAPD5954894493 5/2/2016 5/2/2017 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident PIP-Basic $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ It es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ C SURETY BOND RSB2004673 7/9/2015 7/9/2016 BOND AMOUNT $ 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) State General Contractor CGCO22381 CERTIFICATE HOLDER CANCELLATION (305)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village, FL 33138 AUTHORIZED REPRESENTATIVE Cheryl Fong/FONGC - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) NEW APP RECEIVED ��� Miami Shores Village Building Department MAY 16 2016 14 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ILA BUILDING Master Permit No.uJS60_ 13 M PE IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL [__j PLUMBING ❑MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP I CONTRACTOR DRAWINGS JOB ADDRESS: & (o ► V � V�� ) 1 O � l hy(� t r e c t City Miami Shores County Miami Dade Zip: Folio/Parcel#: I ( - 2 15 - 0 11 ` 0 1 (0 Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: a OWNER:Name(Fee �Simple Titleholder): N4 V r d S e V a l d e z Phone#: 305 J 5 --1 —7 5 _7J Address: C V 0 If W tl' s i re e l City: M1 0M 1 S Y 1�n� U 0 j r_f S State: FL Zip: -131 0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: G tl c'c-� d.~3 `� ��9--f Phone#:��n�-�`�3�' 1� Address: `�3` lC t C! t City: $ tCC �� '�-���.�. ,State: Zip: 3 F3 std Qualifier Name: IDC' p_YX IC- S d_'� S Phone#:�:; State Certification or Registration#: i\ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: + ' City: State: Zip: Value of Work for this Permit:$ 3 ' Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration1�� ❑ New 21 Repair/Replace F-1Demolition Description of Work: C 1 Q T" U S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not a approved and a reinspection fee will be charged. Signature V1, Signatu �e�� OWNER 0 AGENT �c CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 0-'J day of NA U-1 ,20 by day of off, 20 J(,0by 114tOSet d .who is personally known to ��11✓)�S U� ,who is person nown to me or who has produced "® (— : L as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC: Sign: Sign* Print: Lw Print: ♦ �p�A, Seal: ,a♦4 LEONARt�RAMV6 0 Seal: RY a �Ly otP e�, ANGE YOUNG • NOt�y PYOik• te Fri # * W COMMISSION#1717951069 ivy My Cmm.Expires Mu 17.2010 Q EXPIRES:April 12.2020 S,i►`,���¢♦•' COItItlliSt108/IAF 1027819r�oF F4op� Bonded Tteu Budget Notary Services kM�&�k�R# �Rk�M�de+F�kB+Nick+k�RRk�k�R�R�R�M�k�k+MRM��I�k+kl�8Y8iSi#3�k�k+E�ktl��Rti��k&�k+k�kA�6��k�R�l#R�R�kfl�&M�flffifleiP�k�N�k• APPROVED BY Y Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) Property Search Application- Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPEUY APPRAISER Wrl" le f", "viw Summary Report Generated On:4/25/2016 Property Information Folio: 11-2136-011-0160 a 86 NW 108 ST ry Property Address: Miami Shores,FL 33168-4311 Owner YVROSE VALDES Mailing Address 86 NW 108 ST MIAMI SHORES,FL 33168-4311 a y Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE Fir FAMILY:1 UNIT Beds/Baths/Half v 211/0 Floors 1 � Y.- Living Units 1 ., y, Actual Area 1,885 Sq.Ft Living Area 1,831 Sq.Ft Adjusted Area 1,670 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft 2015 2014 2013 Year Built 1951 - County Assessment Information Exemption Value $100,000 $102,350 $100,000 Year 2015 2014 2013 Taxable Value $3,168 $0' $838 Land Value $164,440 $98,074 $44,981 School Board Building Value $117,693 $114,745 $114,840 Exemption Value $25,000 $25,000 $25,000 XF Value $920 $931 $942 Taxable Value $78,168 $77,350 $75,838 Market Value $283,053 $213,750 $160,763 City Assessed Value $103,168 $102,350 $100,838 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $53,168 $52,350 $50,838 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment $179,885 $111,400 $59,925 Taxable Value $53,168 $52,350 $50,838 Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Senior Homestead Exemption $50,000 $50,000 $50,000 06/01/1988 $83,000 13722-2826 Sales which are qualified Long-Term Resident Exemption $2,350 10/01/1978 $45,000 10189-0869 Sales which are qualified Senior 07/01/1977 $39,900 09738-1226 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 LOT 8 BLK 211 LOT SIZE 75.000 X 122 OR 13722-2826 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 Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.govfiinfo/disclaimer.asp I of2Version: 4/25/2016 1:26 PM SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 5 No. 0251-635030 -------------------------------------------------------, Store 0251 N MIAMI BEACH Phone:(305)940-6503 1245 NE 163RD STREET Salesperson:RLL929 NORTH MIAMI BEACH, FL 33162 Reviewer. Name Home Phone i 305 754 7573 REPRINT VALDEZ YVROSE addms 86 NW 108TH ST w° Phone Company Name i CRY MIAMI SHORES JobDeacdptlon INSTALL 2016-04-26 09:04 stem FL Zip 33168 cOu* MIAMIDADE zMERCHANDISE AND SERVICE SUMMARY sold' $�e right to limit the quant�tiesofmerchandise Y.Fx5' � rs � - 1 REF# 101 STOCK MERCHANDISE TO BE DELIVERED: r, ss. r a4.,✓. ` _ R03 0000-155-400 3.00 EA 1X6-SFT PT WEATHERSHIELD A 0 5.47 $16.41 R04 0000-526-910 27.00 LF 5/8X1-5/8 PFJ WM176 BRICK 0.97 $26.19 R05 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING N r $1.15 $27.60 SIO-MDSE TO BE DELIVERED: REF#S02 ESTIMATE DATE 05/09/2016 P O #51529695 S0201 0000-933-166 1.00 EA NA/74X80.5 STEEL DOUBLE DOOR UNIT INACTIV STEEL A' N $2,633.27 $2,633.27 DOUBLE DOOR UNIT INACTIVE/ACTIVE OUTSWN S0202 0000-933-166 1.00 EA NA/( .CONTINUED)/74X80.5 STEEL DO UNIT A N $0.00 $0.00 INACTIVE/ACTIVE OUTSWING oMERCHANDISE TOTAL. $2 703.47 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLA #I T TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL SIO MERCHANDISE4*Utl MERCHANDISE-* WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. D Check your current order stab-a online at www.homedepot.com/orderstatus Page 1 of 5 No. 0251-635030 Customer Copy SPECIAL.SERVICES CUSTOMER INVOICE-Continued Last Name:VALDEZ Page 2 of 5 No. 02551-635030 $r _M REF# 101 ESTIMATED INSTALL BEGIN DATE: 04/25/2016 ESTIMATED INSTALL END DATE: 05/25/2016 MERCHANDISE TO BE INSTALLED: 071,50A715MR, '65 R03 0000-155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD R04 0000-526-910 27.00 LF 5/8 X1-5/8 PFJ WM176 BRICK R05 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING S0201 0000-933-166 1.00 EA 74X80.5 STEEL DOUBLE DOOR UNIT INACTIVE/ S0202 0000-933-166 1 1.00 EA CONTINUED BASIC INSTALLATION LABOR: 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 72X96 1.00 EA N $470.00 $470.00 -672 OPTIONAL LABOR SELECTED INCLUDES Of 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING 1.00 EA N $15 00 $15 00 24 UPCHARGE FOR IMPACT GLASS OVER 36"UP TO 72"WIDE X 96"HIGH/ 1.00 EA N $160.00 $160.00 27 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS(DOUBLE DOORS UP TO 1.00 EA N $180.00 $180.00 60a720X96 / INSTALL LABOR CHARGE: 825.00 VALDEZ YVROSE ADDRESS: 86 NW 108TH ST TRIP CHARGE: 0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33168 CREDIT FOR DEPOSIT/AAEASURE: $50.00 COUNTY: MIAMIDADE SALES TAX RATE: 0.000 TAX:Merchandise- N LABOR- N $775.00 PHONE: 305 7547573 ALTERNATE PHONE: 305 754-7573 INSTALLER SPECIAL INSTRUCTIONS: FL#14569.1 BASIC INSTALLATION LABOR INCLUDES: •PRE-INSTALLATION JOBSITE INSPECTION EXTERIOR TRIMBRICKMOLD OF THE NEW DOOR WHEN THE •DELIVERY WITHIN 30 MILE RADIUS OF STORE CASINGITRIM 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 Page 2 of 5 No. 0251-635030 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:VALDEZ Page 3 of 5 NO. 0251-635030 INSTALLATION (Continued) REF#101 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 AND/OR TEST 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 MORTISE LOCKS ON WOOD DOORS(CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMSMIRING REPAIR CARPENTRY TO EXISTING OPENING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT PLASTER,DRYWALL OR SIDING WORK ELECTRICAL WORK STUCCO PATCH GREATER THAN 4",PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT SPECIAL NOTES: *IF YOU HAVE AN ALARM SYSTEM,YOU MUST HAVE IT *ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS.ALSO,IT COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL AND/OR 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 AN ADDED *THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE BEFORE COMPLETING 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 MISSING RESPONSIBILITY 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 AND/OR VALUABLE OBJECTS MUST BE REMOVED PROFESSIONAL OPINION IT SEEMS UNSAFE,IN VIOLATION OF STATE FROM THE WORK AREA PRIOR TO INSTALLATION OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS *CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA `*CONTINUED ON NEXT PACE Page 3 Of 5 NO. 0251-635030 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:VALDEZ Page 4 of 5 NO. 0251-635030 INSTALLATION #I (Cc Wtied) REF#101 END OF INSTALL#1., INSTALLATION I REF# 107 ESTIMATED INSTALL BEGIN DATE: 04/25/2016 ESTIMATED INSTALL END DATE: 05/25/2016 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY I UM ITAXI PRICE EACH I EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION CITY I UM ITAXI PRICE EACH EXTENSION 7 1 PERMIT FEE/ 365.001 EAJ N 1 $1.00 $365.00 INSTALLATION SITE NAME:''VALDEZ,YVROSE INSTALL LABOR CHARGE: $365.01 ADDRESS: 86 NW 108TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33168 CREDIT FOR DEPOSIT/MEASURE:1 $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 0.000 TAX: Merchandise- N LABOR- N • ® $365.01 PHONE: 305 754-7573 ALTERNATE PHONE: 305 754-7573 BASIC INSTALLATION LABOR INCLUDES: *ALL FEES ASSOCIATED WITH OBTAINING PERMIT(MUNICIPALITY 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 CUSTOMER. POSTAGE AND ADMINISTRATIVE). *DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE SPECIAL NOTES: *CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT.ONCE IN FULL.NO REFUNDS ON PERMIT FEES AFTER 72 HRS.OF PAYMENT. THE PERMIT IS PAID FOR,WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY.CANCELLATIONS WITHIN 72 HRS.WILL BE REFUNDED END OF INSTALL#2. Page 4 of 5 NO. 0251-635030 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE- Continued Last Name:VALDEZ Page 5 of 5 NO. 0251-635030 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id(PI): • ' • $3 843.48 A: 90 DAYS DEFAULT POLICY........................................................................••••• SALES TAX $0.00 TOTAL $3,843.48 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.0251.836030 Page 5 of 5 NO. 0251-635030 Customer Copy 1 0000 72" X 80" 0 • • . 0000 0000.. .. . . ... . • . • 0 0000. •. .•.... .0000 . . . 00006• 00000 . • • 4, 0000•• 0000 . 00.00 � 00000 0000 00. 0 . 0 . • 00 0 •. •. . •0.•.0 A� 0060• 0 •• • • • • • .00006 •0006• • • • • ' o- A • • •0060• 00 0 O'D fid, • • • �n� I' lJrT'•� I I O !i o � ri cn D i REPLACE DOORS IN 1 OPENING ONLY. ell NEW DOORS TO BE IMPACT RESISTANT- C7 HURRICANE SHUTTERS NOT REQUIRED. 5 > m W77f OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 1 72 80 40.00 1 4 1 36.4 1 -39.8 1 FL14569.1 60.0 1 -60.0 FAMILY ROOM-LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS 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 6 IN VALDEZ RESIDENCE 86 N.W. 108TH STREET DOOR REPLACEMENT PLAN MIAMI, FLORIDA 06/30/2015-2:48pm gabriels V:\Projects\2014-MPS\400 Wind ChartsLRefererm\00-MPS14-300 Series C&C(Cummt).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE4 Mean DESIGN PRESSURES PS -ZONE 5 1.TABLES RE INTENDED TO pp Fk1E I ORST CASE'PRESSURES.'WORST CASE'IS Roof �20205u'a Area Ft Roof Tribute Area Ft DEFINED AS THE OD07L3F WN VARIABLE AS DESCRIBED BELOW. He 10 150 g010 1S 20 25 30 35 40 45 50USE OF CRITICAL C D F4R THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. 015ft 42.40.6 ' 0-15 ft "53.6 -51.5 -50.0 48.9 X17.9 47.1 46.4 45.8 45.2 3 TABLES VALID FOR APPLICABLE REDUCTIONS FOR ROOF SLOPES 40.1 +39.07.2 + , +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 LESS THAN 100 SHA B INEER AS A SITE SPECIFIC CONDITION. 44.0 43.0 42.2 41.6 411 .7 1 3 ii? -54.4 -52.2 -50.7 -49.5 A8.6 -47.7 -47.0 -46.4 AS.9 4.IDENTIFY THE # F HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft 16 ft +40 6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTI L( +40.6 +39.5 +38.8 +38.2 +37.7 + ,3 X66 .+ : 5.ALWAYS ROUND G"I'# LE VALUE OR CONSERVATIVE ASSUMPTION. -44.6 -43.5 -42.8 -42.2 -41.7 -41. •3 17 ft -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6,CALCULATE THE TRIIBUm Y, Y E OP NING IN QUESTION(HEIGHT*WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37 4 y,/6.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)Ml Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41A 41.1 -40.8 18 ft -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 OPENINGS ONLY-THIS INCLUDES REAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 19 ft -45.7 -44'6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 19 ft 56.4 -54.1 -52.6 -51.4 -50.4 49.5 48.8 481 -476 BE USED. AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.YS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE FOR LARGER +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38,3 +38.0 +37.7 7•IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -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 +42.6 +41A +40,6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40,6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL G 46.6 45.5 44.7 44.1 43.6 43.1 42.8 42.4 42.1 21 ft 57.6 -55.3 -53.7 -52.4 514 -49.2 -48.6 MUNICIPALITY IN ACCORDANCE WITH CODE. D 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 + +3i#S. r39,;: +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1A,TABLE VALUES RE UNDER-DESIGNED BY A r 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft 58.1 -55.8 -54 2 - ,`;,.6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 0 0 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +415 9.2 +38.9 GENERAL NOTES: Z -47.5 -46A -45.6 -44.9 -44.4 -44.0 -43.6 -433 -43.0 -58.7 -56.4 -547 5 5 0.1 -49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 231t +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +418 +4f) +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 24ft 59.2 -56.9 -55.2 -519" 2 - 50.0 CRITERIASI A5 OUTLINED HEREIN. 24ft DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND -1 +44.2 +43.11+42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41 u .2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY = 25 ft �'4 -47'2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft 59.7 -57.4 -55.7 -54.4 -533 -52.5 -51.7 -51.0 -50.4 NOT VALID FOR ILLYGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN INTERNAL PRESSURE COEFFICIENT(GCpl+/-0.8)OR USE N USE ONLY. THESE S +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 0) 26 ft 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 WALLS ANILDING D VERTICAL SURFENT.HVHZ ACES ONLY.HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR v +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +403 +45.0 +43.8 +42.9 +423 +41.8 +41.3 +40.9 +40.6 +40.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY Tn -09.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 44.4 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -533 -52.5 -51.8 -51.2 VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. Z 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. G7 61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER Z -49.5 -48.3 -47.5 -46.8 46.3 45.8 -45.4 X448_ COEFFICIENTS LISTS N 4 NO VERIFIED BY THE GOVERNING 28 ft 8 ft +45.7 +44.5 M3.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM HOIt"> `R PANTY FOR APPLICABILITY OF TABLE TmTT +45.7 +44.5 +43.6 +43.0 +42.4z'++TO: VALUE USE IS OFFS 29 ft 49 9 48.7 47.8 47.2 46.6 29 ft -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 5.THIS SPECIFICA I ER ANY PRODUCT APPROVED Z +46.0 +44.8 +43.9 +43.3 +42.7 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION RE MATED TEST CRITERIA AND OTHER (,) -50.3 -49.0 -48.2 -47.5 -47.0 -4 (�� � ;� 7 30 ft -62.1 -59.6 -57.9 -56.5 -SSA -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE 'CIC1N, MATION AND APPLICABILITY OF THESE TABLE 30 ft - - +463 +45.1 +443 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T } Y/9TH CCORDANCE WITH GOVERNING CODES. +463 +45.1 +443 +43.6 +43.0 47:z 3.$- •�'_:, 6.ADHERE TO ALLCazp2C►. _ M ORDINANCES. ��77D77 -51.0 -49.7 -48.8 48.2 -47.6 -4TI` -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATIO OF THE HOST STRUCTURE. r 32 ft l2 1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PRO 'J, N,NO ADDITIONAL CERTIFICATIONS OR +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. � AFFIRMATIONS ARE INTENDED. 35 ft -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 35 ft -64'1 -61.6 -59.8 -58.4 -57.3 -563 -55.5 -54.7 -54.1 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +47,9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44,5 +44,0 +43.6 +43.2 +42.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT ft -53.4 -52.1 -51.2 -50.5 -49.9 -49A -49.0 -48.6 -48.3 ft -65.9 -63.3 -61.5 -60.1 -58.9 _-57.9 -57.1 -56.3 -55.6 DIMENSION OR 3FT(im).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +49.2 +47.9 +47A +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT 45ft a a ROOF +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 451t +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 f-j I-t ♦• ••• • • 41EIGWr* soft 51.6 +50.2 49 3 +48 5 +47.9 +47.4 +47.0 +46 6 +46.2 50 ft 51.6 +50 2 +493 +48 5 +47 9 +47.4 +47.0 +46 6 +46 2 • • • • • • • •• -51.1 -55.7 -54.7 48.5 -53A -52.8 -52.4 -52.0 -51.6 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 Tj I 4 I •• a ® ©5• ® ` 55 ft +52.7 +513 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +513 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60It 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60ft 71.8 -69.0 67.0 65.4 64.1 -63.1 -62.1 -613 -60.6 yyALL ZONE FIGURES C +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 y • • *-n TA p i; REnnARlcs DRWNCHKD DAM 5TH ED. FLORIDA BUILDING CODE ENtA? Qt � ' : oZ p INR ISSUE GSS TSB 03/05/12 O 2c m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12Gr REV 2014FBC DGM TSB 06/10i5 - /15 ASCE 7-10, CHAPTER 30 CORpo"A op"ce' `�om z ' 160 SW 12th AVENUE, SUITE 106 . z z Fes, - - DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BE4C•Fj, FL 33}42• • • • MASTER PLAN SHEET P:(954)354-0660 F(954T�354 oo�b443• . o fn THIS DOCUMEM RN IS THE PROPEOF ENGNERN EG EXPRESS, CERT OF AUTITN888& • ••• z • AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT E: NGINEE !GIXh?S O WRTTEN CONSENT OF ENGINEERING E%PRESS.ALTERATIONS ASCE 7-10 ENGINEERING0C 'R�SS-tOi eADDITIONS,OR OTHER WMNGS To THIS DoDiMENTAM NOT i •• • m • • POWTIED AND NVALOATE OUR CEMCA110K Florida Building Code Online %'a zIkc �4 s — — ♦M�k 9 g 9 •••••• •gyp • R BCIS Home Lo In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC�taff SCIS Site Ma Links••••• Search • •••••• Business •••• • . • ...... PCOfeSSIOna� USER: tcUser al .... ••••• USER:Public User •••••• •••• ••�••• rs.,z >>r art it A=hcatnn SFai�h>spolfcation Ust>Application Detail :00:0: • • • FL# FL14569-117 •••••• Application Type Revision •••• : 0 0 0 ;••••; Code Version 2014 •••• Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By r ` http:%/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW 1XNZW IDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] t Florida Building Code Online •0•• Product Approval Method Method 1 Option A • • '••.• ••0••• •• • • ••• • • • • • Date Submitted 11/11/2015 " 00 • •••••• • Date Validated 11/13/2015 """ ' ' • 0000•• Date Pending FBC Approval • • ;000x0 • • 0000• Date Approved 11/20/2015 ���� � • • 0000•• 00•0 00000 •• •• •• • 0000•• • Summary of Products • 0000•• • • 0 • ' _ — - -r------ - s�------�-- _:: 00 0 FL# j Model,Number or Name Description 000000 14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing, x 6'-8' 0••• • 0 Limits of Use Certification Agency Certificate 00 ' Approved for use in HVHZ:Yes FL14569 R7 C CACN1006255-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 FL14569 R7 II JW0509-03 Installation,12d instructions as stated on drawing JW0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf Created by Independent Third Party: Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing,6'-0"x 6'-8" Limits of Use ;Certification Agency Certificate — Approved for use In HVHZ:Yes i FL14569 R7 C CAC N1006255.02-R3 Certificate,pd 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 R7 11 JW0509-04 Installation odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.odf Created by Independent Third Party:Yes -- -1-----_ _---- ___ - 14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing, 6'-0' x 8'-0" -------­-­- - -- - -------..._..-...- - r -- -——---- -- - - - -_ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006254-R5 Certificate,odf Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R7 II WO 0 -01 SS 2015-07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge i Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" ----- -- --—---- ---- - -- --- —_. ------- - Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011062 N1011062.01 Certificafe.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes i 04/30/2020 Design Pressure: N/A i Installation Instructions Other: FL14569 R7 11 1W032012FL Ins aila ioo.pd Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.pdf Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIQII061-R1 Certificate pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2mEHW IXNZW IDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AMI Florida Building Code Online Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions •••• Other: FL14569 R7 II 1 FL•Ii II ti f 000.00 Verified By: Hermes Norarp 3778 0 0•. •' Created by Independenj" q party: leis•• 0 0 0 0:0 Evaluation Reports • FL14569 R7 AE PER3=iMe 0 i••••i Created by Independen$"N'd arty: les0•�• • • --------- 14569.6 Contours Contours Steel,Wood Edge Opaque Door,Outswingo,Wt tr=v te= 11 ---- --viii—. ___•••.._......�--- �•�- �• Limits of Use Certification Agency Certificate • Approved for use in HVHZ:Yes FL14569 R7 C CAF- N2jf1_9:-R1 Certifitatv.pudf • Approved for use outside HVHZ:Yes i Quality Assurance Coftract Explraf2j Date ••••!• Impact Resistant:Yes 08/31/2019 • • • '0' . 0 Design Pressure: N/A Installation In structldq�• ; 0 0 0 0 •••• Other: FL14569 R7 II S-2704 Installation,Mir • • i Verified By: Hermes Norero 73778 �0 Created by Independent Third Party:Yes i Evaluation Reports FL14569 R7 AE PER3398.odf Created by Independent Third Party:Yes 14569.7 Contours Steel, Wood Edge Opaque Door,Outswing, w/or w/out Sidelites,8'-11"x 8'-0" -- __ . ... _. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes i FL14569 R7 C CAC N1011096-RI-N1011096.01- Approved I011096-R1-NIO110 6 1- Approved for use outside HVHZ:Yes It R1 Certificate,ndf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 Other: Installation Instructions FL14569 R7 II S-2108-01j)df Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3832.12df Created by Independent Third Party: Yes Contact Us::7940 North Monroe .Tallahassee FL 32399 Phone;850-487-1824 The State of Florida is an AA/EEO employer.Convnaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;;Refund a m n Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: http://www.floridabtdlding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDquxTVBjriRcYg%2fDEHW IXNZW lDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] NOTICE OF PRODUCT CERTIFICATION sees ocrrtr i 'sses' ses• CERTIFICATION NO: -NlE®96255-P*'X' sees a DATE. 1W14n005 a ;.••• CERTIFICATION PROGRAM: &ruotural:e e e:• � Rw COMPANY: JUn-WER.._ ..... F NT� R ,.~ CODE: 4$4.3' 6--e ....• pi REVISION DATE: :051 1"3/2015 •, sees.. sees. .. sees To verify that the"Notice of Product Certification"is valid,please visit�e���i.\A ilCei2ilieation.com to asstulethajthe product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia Interlaver/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565 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 JEIJkWEN® Steel CONTOURS STEEL DOOR,WOOD EDGE • m 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT M d m rn UTILIZING COMPONENTS FROM ODL•INC.AND 74" MAX,OVERALL O—> r'o ENDURA PRODUCTS INC. FRAME WIDTH o m o N 37 1/2" MAX. R1 m N o FRAME WIDTH 36 1/2" MAX. • o.p ODD m PANEL WIDTH a 07 GENERAL NOTES ANL W IDTH —{ r W/ASTRAGAL � 0 YM±;; i O m A n LL 1.THIS PRODUCTS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 1 11 CODE(FOCI,INCLUDING HVHZAND HAS BEEN EVALUATED INACCOROANCE WITH '"cn+t io 0•ti THE FOLLOWING: S E@ TAS 201-94 I Y TAS 202-94 7-7 TAS 203-94 2 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFFR ~ O �- 20 1/2- 20 1/2- LOADS /2"LOADS TO THE STRUCTURE. 20 1/2' G DML XX DMAAX a Ul MAXo LU 3.PRODUCT ANCHORS SHALL SEAS LISTED AND SPACED AS SHOWN ON DETAILSO ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSWG w j s D.L.O. w Lj O Of?STUCCO. W INACTIVE ACTIVE 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. j5 OPP. j O 4. Q 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY a 3 u) 3 0 3 In �5S 3 HURRICANE ZONE(HVHZI Z A C "4 C E C 'R Z U L7 qy S.PRODUCT DOES NOT REQUIRE SHUTTERS `d• 3 / 4 4 3 / 4 m O J 2 M B 4 M RESIDENTIAL INSULATED STEEL DOOR (Comnron to ail fierce Lmrlditiorts) °$ / � � 3�m �Z DOOR LEAF CONSTRUCTION: L1j O �I Face sheets: 24 GA(0.021"min)thkaness.Galvanized Steel A-525 2 W commercial quality AKDQ per ASTM 620 with average mlnlmum yield — strength Fy(ave)=30627 psi. A T64 , A Core Desion: Expanded polystyrene with 1.0 to 1.25 Its,density,by Jefd•Wen Inc. 2 4 2 4 2 4 0 a Panel Construction: The active and inactive panels are constructed from 24 GA (0.021'min)galvanized stool.The face shoots at top and bottom are baM 90'over REF GAL BOLT ITEM 12 m a tl the top and bottom raKs.The top raft measures 1.0"hit x 1.688•wide.The steel STA LE OUT xrm UATIT/XJ DOUBLE OUTSWINGUNIT(XX} z Z bottom Taff measures 121'high x 1.688"wide.The sides of the face sheets are roll SCALE' 1/E" =1'—O" SCALE' 1/2" =1'-0" O o o formed into the latch arxl hinge stfies which measure 1.00'high x 1.688'wide.The to tous intedor cavity Is fined with expanded polystyrene.The face sheets are glued to the O E E expanded polystyrene.The panels are cut out for the two-piece ODL Arumirunn FROM THE EXTERIOR SIDE E O z ALLEN Name.Units are glazed with tempered and laminated impact 1"IG.On E v double door applications the Inactive door is fitted with an extruded aluminum tn tn astragal of 6063-T5 afioy,manufactured by Endura TABLE! DESIGN PRESSURE RA77NG w 1 4l Frame Construction: The frames are constructed of fingerjointed pine JambsPRO 999 09 measuring 4-9116"x 14/47.The headiambs are mortised and bug joined to PROTECTION Filo WATER NOTES: •• ••• • • • • • • _ V INFILTRATION IS REQUIRED 1 — ALL VIEWS FROM E*TERIOR. • • • • • • • the side jambs,and attached with three(3)16GA 7/16'crown x 2°longo c staples on each aide.The threshhold is attached to the side jambs with POSITIVE +60.0 PSF 2 — FOR HORIZONTAL AR HOR I�le1 X D K•OPTION M three(3) 16G4 7116'crown x 2'long staples on each side. NEGATNE o PSF MASONRY/CONCRETE SEE SZ1E�f FDR��. �N Glazing: ODL insulated Eta is 1'overall thickness,consisting of one(1) 3 — FOR VERTICAL ANCHOR IN*00 BU 407A�1 IN • •• C,4 pane of 0.125"lempered glass;0.5'af,space;two(2)panes of 0.125' TABLE OFC MASONRY/CONCRETE. SEE annealed with.090'PVB intedeyer by Solutia.All fides are sandwiched 1 T LS' w o c�m-CIA grazed into the panels. SHEE7# DESCRIPTION • •••+� ::'' •� •.�PO'' we 6/18/13 1 TYPICAL FIEVATH)NS • • • a 7 ;_ •�i 9gtE:AS NOTED 2 VERTICAL CROSS SECTION 8 BILL OF MATERIAL •e e • t YF C• , 3 HORIZONTAL CROSS SECTIONS • ••= O �T X �e 4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS •e • rr �J• caw=ao.: 5 ANCHORING LOCATIONS � ��� Digit*signed by Hennes F.Norero.P.L ' ` JW0509-03 S COMPONENT DETAILS neason;tnm appw"ft document e 7 UNIT COMPONENTS Darns 2015.02.Og1t:14A4b5'00' ••• FH OeM •i�F 1 Or 7 t • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 �--1" MIN. 1MIN.�{ Item DESCRIPTION Material 1" 1 SIRE JAMB 1 y,74—x. 4"x 4 9 16 nNGERJ0W0 PINE PINE 2 HEAD JAMB 1 1 4 x 4 9 t6 FTMCERJOINTED PINE) c MIN. MIN. 19 w MIN. 1". MIN. 3 4 x 4 BUTT HINGE 12GA .089 MIN z 4 9 x 1"PHILLIPS FLATH FAD W STEEL , 19 35 5 10 PHILLIPS HD SCREW WITH f 1 2 MIN. EMBED, M a m ZO 6 10 X 2 PHILLIPS FLATHEAD WOOD SCREW 0 a m MIN EMB. 1/4" MAX, 2 7 8 x 3 PHILLIPS TTATEHEAD WOOD SCREW A m N SHIM THK. 20 8 X1 FIAT W c m�T m51) \ 2 9 COMPRESSION WEATNERSTRtP -LON DS-650 VINYL • n O as ro 11 OUTSWING THRESHOLD ENDURA ALUMINUM \ 2 12 ASTRAG4L THROW BOLT STEEL ROD 5116'x 18' STEEL w �+ 1/4" MAX. SEE 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL q r L — Z Ln to SHIM THK. DETAIL A SEE ON HEAD JAMS -°'• L x SHT. 7 26 14 15 Go.7116*CROWN x 2 LONG STEEL +� a LL, DETAIL A 15 KWIKSET LOCK SERIES 400 STEEL S E SHT. 7 26 16 KWIKSET DFADBOLT SERIES 780 STEEL 19 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y 1 5 9 28IS ASTRAGAL 80L7 STRIKE PLATE ONBOTTO M SILL 19 2x WOOD BUCK WORD 21 1 34 9 - NON COMPRESSION SHIM WOOD 30 ":• •::, DOW 995 SILICONE SEALANT SILICONE W 30 r' ,; 21 -2Y 1 IWt?ACT 10 ASSEMBLY BY OOLGLASS 21 21 1 8 TEMPERED GLASSGLASS t M243 8 GLASS GLASS21 21 LOCK x i2 -G Ilm E TOP RAR LUL VL 00DETAIL G (QQ + OM RAIL 25GA MIN tiwSEE O1PAt8Jf0 P057Y1917VE .0 IV 1.2fts DIY BY JUD- 4=q (n SHT. 6 = O DETAIL G X�ET Rte 29S►EEL PAnEI SI MATERIA! 24GA GN.VApaw STEEL p a X 23 o sl IT. s A-525 fAMMEM QUM01'0.021"MW.NIX $�j 0� 4� 30 ALIM" 23 31 LVL $> 00 22 32 LA S1IE FdfGER VL LVL ti � 33 8 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL y o 0O N 24 m 22 34 3 1 LW BUflIXY TAPCON 118TH 1.25 WL 09CAM STEEL m INTERIOR 24 35 OPTIONAL Ix WOOD SUCK WOOD �p p N tNiERIORy t0 O o a NN a 21 2} M ^ a 21 v�iJp Go 3021 / 21 M NOTES: •o 28 °pa 30 a' 21 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR - rn 29 SPACING (ITEMS /5 & #34), SEE SHEET 5. 27 ;.' '.,'<.+t'.' 280 Ir m FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN E Z V) 27 s .j'r;;' 29 MASONRY/CdNCRETE. SEE SHEET 4 FOR DETAILS. w rn [1> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW 11 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 5EMBEDMENT 15 ACHIEiYEDV•• • • • • • • '00 c 11 • • • • • • • • p 1 1 34 ••• •i i•i i i i•i • ao�o •• ••• ``�1t11111Q1Ii�• • • N I " I F. I �o ♦ S i 1 1/2 MIN. EMB. �♦ �E. p ,� n maZ 19 • • • Z: "• � '� uas 6/18 13 • • 7 0•: soviDA6 NOTED tEAG 1" 1" \zw �--1" MIN. 1" MIN. ••• •: ° T • SAFFE MIN. MIN. g w axnranxt NO.: isik Q V g VERTICAL CROSS SECTION Tf'P. JW0509-03 3 438 2 WOOD FR"E INSTALLATION SCALE.' 6" =f'-O" � �/CONCRETE INSTALLATION SCALE' 6" =9'-O" ••• • �ira1 •�+� spit 2 aF 7 • • • • • • • • • • ••• • • • ••• • • 1 34 1 1/4' MIN. EMB. 1' MIN. 1"MIN.. �— 1/4"MAX. m 1'MIN. 1•MIN. _ r SHIM , r 1y MIN. f•"• SEE DETAIL A -- 28 29 0 m o w MIN. SHEET 7 .:- 18 0 m 0 M N m g d 22 A mNo 21 ^^ d SEE 'r a p m amo DETAIL C i• m Z 3523 SHT. 6 y v v 1• OJLL�..m.. 20 1 MIN. r:.. 1N>EBI48 Q n 1/4•MAX. MIN. ,to''r i..:•;'r� Ai t t SHIM THK. I' •rf:: t S rri m O•u. SEE LJ 33 t`.;f�i�;••d. E DETAIL A +.:: F Y SHT. 7 26 - 25 21 24 2 B 1 34 9 28 4 O RATING T/MT lz BUCK 35 32 t; OPTION IN dGSONRY/L•ONCRBTB W "iaa:�•,,••::, 21 (SCALOl:• 6" =1•-o"J 1 /4' C9 a 30 .¢�">:'.n i. MIN."EMB. p L- I a0 f 1/SHIM ' W W a U 2/ f• ��Z) 21 SEE DETAIL A MW O C L 0 E>.�8(4B DETAIL C x 9 (�, gym• DETAISEE —1111<EE L It a zup�p W 4 SHT.6 SHT. 9 21 30 1 a W7 a 4p 23 n Zj 31202 8% ^a zgr' � W J IN 24 ',:3 Feria`•'•�;,��?,��'-'ta •i MIN. 0 1 X M '�:•f'f';i v'.."'�'f,'t •.t„i.'.i i5:i^ to � I Z M6 e 21 Xa n 2f f 1/4• 2f 29 28 4 MIN. 3 O 20 34 1 °- U EMB. 4 3S 28 •.j^ 21 34 19 r,,M BOR ZOMAL CROSS S8G770N T MP. 8 '`:�,;,i;.:g:.:} ? 1 2 32 4 OPERATING UNIT IX BUCK 27 29 OPTION IN XASONRY/CVAVAATB h......•, v R/CBT A7,WE SBUXAF. 4M R7NCB OPPOS/TB SNOIIN •`°''��`=`',' 1'MIN. o (SCALk 6" =1 r-0^J f1 f z 1 34 1'MIN. c \ z0 \� z y CD a • \ .. ..: : : • • •• P \=m .. Q '�\\ • .. i'A�F.N••1l.AND WOOD SCREW ANCHOR SPACING(ITEMS 15&/34).SEE a •SEE DMR A• • • —I 1'MIN. 1•MIN.1"MIN. V \ .dV sHE•El•R7••: �'�P� � MCAN BE PIACED W NARROW SECTION OF`W%WI *,AS LOW � 1'MW. o �� As 6 ACMEYED. O� S F. me-6118113 A v I- MAX. • ••• • ••• • �:O Sum-AS NOTED r,�(1 7 _ 2 OPERATING UNIT IX BUCK d 1 1/2 MIM .,• i i i i • • •• * *'Dm By: EAG OPTION IN NASONRY/CONCRATE • • • •• • • ••• -0 e`S• SAFFEL (SCALE'' 6" =f'-o^J • •• • •• p* R/. OPTIONAL MASOMY/ CREMNSTA�LL ••: • %, ° NO BY CROSS SECTION OF D OR JAMB 34 etrrt `, dw0509-03 OTHERS FUM SM_!L OF 7 • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL B 2 2 SHEET 6 0 SEE DETAIL B �O SHEET 5 loan.v CD � SEE DETAIL A 1 SEE DETAIL B > ,o m 0MN 6" •- —{g• SHEET 6 6" 12 1/2" NP. 6'1 SHEETLo ] s 0 mw oI I I nowl pL +wwu.(nU) 5 5 cm rM..ww LL ° "' n TYR SEE DETAIL D n M N A TtP. n co SHEET 6 n Y is � A B `O \ � C C n p n M - 0 3 t= o ca O � v �9 5 7YP. co g m t� — M —_L t — 1 7TYIP* 1 t �—6" 6' SEE DETAIL A I ' 2" SHEET 5 6" t�------"t-12 1/2- TYP. 6"—i SEE DETAIL A 37 1 / 74" SHEET 5 �y O � tl 11 18 a a N FROM THE IJ SEE DETAIL ESHEET 6 Nz z cn ANCHORING LOCATIONS ANCHORING SCAT ONS ROUBLE Z xx �' OtI?SlilArG SIAfCLE UNIT XJ OUTSWIA►C UN1T �.�TC1 a�I o z SCAM 1 e =1-0" SCALE. 1/2" =1'-O" w w U 99 zOz�. o 2 � T • • • • • s • • •o. cocoo so F. w o Uma z ii • ••• :Z gyp': We 6118113 • • • s•• sus so* c _ N 7 _ = —AS NOTED • .: • • • • • �t . :* = wro.In: EAG • •• • • •• • � � T�T cC = ••• i• • •s • • cwc.fff-S. SAFFELL i4 •• • ss• • % &ma Na: LI MUZ A 11%TCAlL B JW0509-03 SCALE.• 3" =1'-O" SCALE- 8" =1'-0" /m SW 5 OF 7 • • • • • • • • ••••• • • • • • • • ••• • • • ••• • • • •• •• 4 9/16"--{ ANCHOR ® EXTERIOR SIDE EXTERIOR 3/4° 1 1�4• 2 13 7 34 2 0 T ca Mp°'Lnrn 3 6 5/8Ln CD 1/2, z 0 0 p m o It w Q Q 1 clj O O 33 m y `om on 3334 n O 0D CO r d INTERIOR 13 5 1/2+ " 5 1/2" 17 a r-LL o O DRILL 3/8" ASTRAGAL 1 n:Ex 4 RETAINER BOLT HOLE ►`) 10 a LL THRU FRAME/MASONRY33 34 33 E 6 x 1-3/8" DEEP Y DETAIL B DNTAIL C DETAIL D DE9'AIL A -HINGE NOUNTINC DETAIL THROWBOLT STRIKE PLATE FOR HEAD S_TR/XE PLATES TO JAa/BS STAl" PLATES TO ASTRAGAL SCALE.- 3" =1'-0" SCALE.- 3" -1'-0" SCALE.' S/8" SCALE• 8/8" =1'-0" o 0 0 Cc o� DRILL 3/8" ASTRAGAL. RETAINER BOLT HOLE °� K U THRU THRESHOLD/MASONRY x 1-3/8" DEEP o 1/2" x 1/4" CU-D SPACER coo°d :x .4.30 21 a i N 01 ° L 1/8'TEMPERED GLASS Q o m vtl�� =) 1/2"AIR SPACE 4 (n TYP.8 0.090" PV8 Z CiNfERLAYER BY VggSOLUT1A p ° o b f g/g" G 21 •• ••• • • • • • •BITE 1/8-ANNEALED "� o i7 • • • • • • • • • o w • • •• • • • • • ^� nr • •• • • • • ••• r-olr�lo — DETAIL E DETAIL F- NAWRA ASTRAGAL • • • • • • • A�TA7L G - ODL ASTRAGAL RETAINER STRIKE PLATE FOR SILL _FASTENER SPACING USE 88z1" PRK US.•• •• • • • GLAZING DETAIL ISULATED GLASS ,gill uii4 w a.r cv SCALE• 3" =1'-O SCALE.- NTS SCALA' 6" =1'-O" JP��ES F, 0"lflf w.1-1-1.,121 .` P ME.6118113 • ••• ••• •••• ••• •• O • • • • 7 AS NOTED • ••• • ••• •• • • ••• • • `* . :* D•c By: EAG • • • • •• • •• • ••• • T T potl9f er:S. SAFFELL W43M No.; JW0509-03 ••• • • • • ••• • veve l f 2W8 sir 6 O 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" 0 4 9/16` i 0 �-' 9/16" p�O�ino N O -It co 0(n C'l •//////// /// O O 010 0 N o 1 p` ' I p o ro:n F- -- 4 9/16•-�I y Ca0mao r_2 3/16' I \ o o u�i f 41 1/76" (Min) M p LL!an FOOD✓Alla FINCERJOlNTED PINE / 0 1BUTT HENCE 4z4zf2 GA. / n 1Ci MPRSSSION IYEATHERSTRIP l.�.�`OUTSWING TX,jj(1'S'HOLD �Ia�NDURA) 0 E LL SCALE: 6" =P-O" `� SCALE: 6" =1'-O" `� $DS-650 SCALE: 6" =1'-O" SCALE. 6" =1'-0" 10 Y 2 2 1/2` 1 73/16" 1 1/4` to MLd O f---3 1/8"---.� 1 3/16" 1 11/16" oNQ�+z A J O ASTFACALs*Lr 11/16` 3 g4 mm N 2E 1 11/16" 39 TOP RAIL (LVL) �- BINGE STILE(LVL) �pTTpH RAIL o /�ASTRACAL STRIXE PLATEo IK I 'r\AA�I1l/(�ALUIIINU/f ASTRAGAL /oc�LOCX BL�K- IYOOD LATCH STILE LVL 1 on1STEEL 25GA 1/IN. GALV. •`� SCALE.. 6" =1'-O" • SCALAs" =J'-O" `� SCALE. 6" =1'-0" '32 SCALE 6" =1'-0" G� scALff s" s1'-ool ►� 1 3/4` I Z600 v)o in in O O 01 ^ o W M 18" o W � Z 0 ASTRAGAL BOLT 1" , ta w x 1fAT. C/R STEEL ROA •• ••• • • • • • • ASTRAGAL SILL ODL ALLEN FRAME a l o l4lICC__&_YLLLOIi CHROA/ATE • • • • • • • • • ^0 0 0 SCALE. 6" =1'-0" • • •• • • • • • 78 SCALE 6" =1'-0" `30 SCALE'r 6" =1'-0" rz • •• • • • • ••• • ao� • • • • • • • • • NdN ,�� �E$F. � w o v Q 3/16" C-SINK. E- NOTE I 1-USE #10 WOOD INSTALLATION SCREW W/ 1 •1/2"•W1WEMSEPME4,0 • • ��� e0 6/18/13 6 18 13 WHEN INSTALLING INTO WOOD SUBSTRATE AT•HFi4D 81 JAMBS• • • • • • • 7 scn1F AS NOTE0 2-USE #8 x 2 1/2' PFH WOOD SCREW WHEN 0STACLING•IN%g1ULL�NS.• ••• 'tE * = •+; EAG 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4 4MIN."BED. • •• • • • SAFFEU WHEN INSTALLING INTO CONCRETE/MASONRYMBSTATE AT SIOELITE*SILLS. 000 • T ' w D �5 %. .` anaIrw ra.: DETAIL A - COUNTERSINK DETAIL �� `� JW0509-03 SCAM. 1/4" ••• • • • • 000 • • FBPE /•1 .98sre Sfw 7 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 0 0 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of f JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit 0000.. for 0000 0000 0000.. 0000 Florida Product Approval ••• •• ;0000..; 0000.. . %00% 0000.. . 0000... cport No. 3392 . 0000.... 0000.. 0000... 0 00 0 0000 0000 00 00 00.00.. 0000.... .• Current Florida Building Code ••••0• 0000.... . . 0000.... 0000 0000.. Method: 1 —A{Certification) •... : Category: Exterior Door Assembly Sub—Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Wood/24 Ga.Steel Product Dimensions: 74"x 80.75" Prepared For: JE1 D-WEN, ine. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 SSS F• 4 Prepared by: �.���,Q'.••''" �� .gyp llermes Norero, P.E. 7 y Florida Professional Engineer#73778 Date: 01/26/2015 :��•' < P:'• �4— Contents: Evaluation Report Pages 1 –5 •0000.....• �'�i�`SS'/ANAL Digitally signed by Hermes F.Norero,P.E. ��� I��`� Her�r� �}orero,P.E. Reason:I am approving this document Florida No.73778 Date:2015.02.09 11:15:53-05'00' r BUILDING DROPS 015 A Perfect Solution in Every Drop Date: 0 Report No:o: 33 33922 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge (Impact) 74"x 80.75" 9999 Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E.(FL#72778f for JEL[f-W'N Inc. ••••:• based on Method 1a of the State of Florida Product Approval, Florida Depj,ment of By;inejs and.••„• Professional Regulation-Florida Building Commission. 900;96 0 9 9 9999 ..00.0 Hermes Norero,P.E.does not have nor will acquire financial interest in theeerripany manufacturing••• or distributing the product or in any other entity involved in the approval'04lt2,$s of tbL%j#60uct 00:00 .. .. .. . 9999.. named herein. 9 9999.. This product has been evaluated for use in locations adhering to the currgnt Florida BVflel*VCode:6 00 0, • . .. 9999 :09600 See Installation Instructions JW0509-03,signed and sealed by Hermes Norero,P.E. (FLS#.-r3-/V8)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone” (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 01/26/2015 Certificate of Authorization:29578 Report No: 3392 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 0000 Referenced Data: 0000.. 1. Product Testing performed by National Certified•FPes:ing Laboretory,Inc.•••• • (FBC Organization#TST1589) •••••• • 0000.. Report#: NCTL-210-3195-1, Report Date:01IXAM3 :999:9 Report#:SJW2011-070, Report Date:06/0.3Ab11 .. .. 0000 0000. .. .. .. . 0000.. 2. Quality Assurance 0000.. .• National Accreditation and Management Institu#e ' 0 0 0 0.9 0 0 (FBC Organization# QUA1789) 0 :••... • 3. Certification Agency National Accreditation&Management Institute,Inc. (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 015 A Perfect Solution in Every Drop Date: 0 Report No:o: 33 33922 Certificate of Authorization:29578 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has b;%If;lnd thajnS*ignificant::• technical changes have been made to the test standards that would affect the result&,VI refetegeed •0.0;0 standards have been found to be equivalent.All materials test results meet minimiaJ"quirements of the* 0 current FBC including HVHZ provisions. 0000 • • Installation: 1. Approved anchor types and substrates areas follows: 0* 00 *. 0 .000:0 *0000* . . . ..0*.. Through Frame Installation: . '•0• 0 A. For 2x wood buck substrate, use#10 Wood Screw type instanatronanchor&4A4ufficiei3f 000: length to achieve a minimum embedment of 1.50"into the wood substrate.•0 t B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(JW0509-03)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No.73778 Page 4 of 4