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WS-16-562 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (305)7568872 Inspection Number. INSP-253859 Permit Number. WS-3-16-562 Scheduled Inspection Date:July 15,2016 Permit Type:Windows/Shutters Inspector Mesa,Michel Inspection Type: Final Owner. ROMANO,MITCHELL$MONICA Work Classification: Door Replacement Job Address:1 NW 110 Street Miami Shores,FL 33168- Phone Number Parcel Number 1121360030640 Project: <NONE> Contractor: J&G CARPENTRY INC Phone:(561)333.5042 Building Department Comments CHANGE OUT 2 DOORS NO SIZE CHANGE InWactlo Pbabie-d e4mments INSPECTOR COMMENTS False Inspector Comments Passed G Failed Correction Needed Re-inspection F7 Fee No Additional Inspections can be scheduled until re-inspection fee Is paid 2 July 14,2016 For Inspections please call:(301)782-4949 Page 2 or 26 t Miami Shores Village 3 f 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 £ to ` Phone. (305)795-2204 Expiration:09/04/2016 Project Address Parcel Number Applicant 1 NW 110 Street 1121360030640 Miami Shores, FL 33168- Block: Lot: MITCHELL&MONICA ROMANO Owner Information Address Phone Cell MITCHELL&MONICA ROMANO 1 NW 110 Street MIAMI SHORES FL 33168-9 Contractor(s) Phone Cell Phone Valuation: $4,100.66 J&G CARPENTRY INC (561)333-5042 -- -•_-- �- Total Sq Feet: 00 Type of Work: Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-3-16-58870 DBPR Fee $2.00 03/02/2016 Check#:21965 $50.00 $91.00 DCA Fee $2.00 Education Surcharge $1.00 03/08/2016 Check#:21966 $91.00 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $141.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is atend that all work will be done in compliance with all applicable laws regulating '17construction and zoning. Futhermore,I authorize the above-na r to d the work stated. March 08,2016 Authorized Signature:Owner / Applican ntractor / Agent Date Building Department Cop March 08,2016 1 A#'PS ) , STD Miami Shores Village j MAS a 2 lois Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 -- �� Tei:(305)795-2204 Fax(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 � FBc Zo lq BUILDING Master Permit NoU) 1 fZ -- 6- 2— PERMIT 2PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING ❑MECHANICAL []PUBLIC WORKS [] CHANGE OF []CANCELLATION [:] SHOP � CONTRACTOR DRAWINGS JOB ADDRESS: tU W l t l s + tcc�-c i 11 City: Miami ShoresCounty: t County Miami Dade Zig): 3-31 LV Folio/Parcel#: ` ~ Z t)U� �J V+�0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: IM n v� 1-3— OWNER: l , OWNER:Name(Fee Simple Title olderl• �d 1 1 i`�1 i Phone#: tD� 2 t�— Address: InI t V S f Y-t� p City:5_t��m� S{' ,VC S State: 01 Zip: l (0 t� Tenant/Lessee Name: Phone#: Email: v CONTRACTOR:Company Name: Com- ��'L �-+ hone#:�5t.61- �l I Address: V3 k "i9 `� Q:-1C t13 17 — City: t,,O L `� q� Zi Qualifier Name: :3- ifs C %_ � ��'LyM Phone#: State Certification or Registration#: ��j�1- ate. --P_Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ `7 Square/Linear Footage of Work Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition a - Description of Work: Specify color of color thru tile: 1 Submittal Fee$ Jl, Permit Fee$ J ! � CCF$ _��-0 CD/CC$ LZ Scanning Fee$ Radon Fee$ DSPR$� -f� Notary$ (I°i Technology Fee$ (4 , Training/Education Fee$ Double Fee$ �f Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revisedo2/24/2014) 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. 1 Signature Ze---� Signaturev OWNER or AGENT CONTRACTOR The foresming instrum /was acknowledged before me this The foregoing Instrument was acknowledged before me this izeda of k2 c�.� 20�by day of ��,�_ .20 by who is personally known to �,f YI P.�_�� i�L 1 .who is personally known to me®r who has p.adticed as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY NOTARY PUBUC: Sign: Print: O Print:r , —4,'0/m ;N�.w""a Seal: •°� JOSE AGOSTINI Seal= ,sxYAus�, AN GBAYOUNG `j MY COMMISSION#FF051321 J . ••••� n W COMMISSION 9 FF 051069 * e EMRE8:APM 12.20M ID(PIiiES September 4,2017 `� g p�, �i�kaF+1��R398 i�laY 1t9t6a�b•8�i#�F8#f�#isiRBiii SBjlit�t��t�0110id1hfYBW$BtN�IYtB#�t�8&i8�t��lfuRi�R+R#l��b�R• APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02f24/2014) Property Search Application-Miami-Dade County http://www.miatnidade.gov/propertysearch/#/report/summaty OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:2/12/2016 Properly Information Folio: 11-2136-003-0640 1 NW 110 ST Property Address: Miami Shores,FL 33168-4318 Owner MITCHELL A ROMANO MONICA ROMANO 1 NW 110 ST Mailing Address MIAMI SHORES,FL 33168 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths 1 Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,897 Sq.Ft Lhdng Area 1,413 Sq.Ft Adjusted Area 1,664 Sq.Ft Taxable Value Information Lot Size 12,727.04 Sq.Ft 1 2015 2014 2013 Year Built 1950 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $121,658 $120,296 $117,780 Year 2015 2014 2013 School Board Land Value $228,725 $136,414 $62,566 Exemption Value $25,000 $25,000 $25,000 Building Value $101,145 $99,281 $100,033 Taxable Value 1 $146,658 $145,296 $142,780 XF Value $5,136 $5,159 $5,181 City Market Value 1 $335,006 $240,854 $167,780 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $171,658 $170,296 $167,780 Taxable Value 1 $121,658 $120,296 $117,780 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value 1 $121,658 $120,296 $117,780 Save Our Homes Assessment Cap Reduction $163,348 $70,558 Sales Information Homestead Exemption $25,000 $25,000 $25,000 previous OR Second Homestead Exemption $25,000 $25,000 $25,000 Sale primo Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 12/31/2009 $235,000 27150-0235 Qual by exam of deed Board,City,Reglonaq. 05/20/2009 $78,000 26964-2848 Financial Inst or"In Lieu of Forclosure" stated Short Legal Description Sales which are disqualified as a 36 52 41 02/01/2008 $0 26275-1990 result of examination of the deed MIAMI SHORES EXT PB 43-40 07/01/2006 $548,000 24733-0420 Sales which are qualified LOT 32 BLK 220 LOT SIZE 104.320 X 122 OR 17687-3826 06971 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 httpJANww.miamkiade.govfinfo/disclaimer.asp Version: 2/12/2016 2:01 PM ' SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 5 No. 6322-333861 ------------------------------------------------------, El Store 6322 N MIAMIBISCAYNE Phone:(305)981-2959 12055 BISCAYNE BLVD Salesperson:LMM41-I MIAMI,FL 33181 Reviewer. Ham Phmw ROMANO MONICA (305)219-9864 REPRINT Addy= 1 NW 110 ST Www t' MIAMI SHORES -'0bD="m READY TO SELL ' ;2016-024811:18 FL as 33168 cOuldy MIAMI-DARE MERCHANDISE AND SERVICE SUMMARY swoq, dhtbolimitthe quentltlesofmerchandise a � REF# 101 STOCK MERCHANDISE TO BE DELIVERED: R02 0000-155-400 6.00 EA 1X6-8FT PT WEATHERSHIELD A W o $5.44 32.64* R03 0000-252-677 42.00 LF 1-1/4 X2 PFJ WM180 BRICK $1,62 $68.04- R04 0000-526-849 6.001 EAI 11/16 X2-1/4XT PFJ WM327 CAS LEG N $5.57 33.42* R05 0000-168-335 6.001 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD A N $5.34, $32.04* SIO-MDSE TO BE DELIVERED: REF#S13 ES AL DATE: 03/04/2016 P.O.022517485 NO S1301 0000-728-255 1.00 EA NA i NA SIO FEATHER RIVER PRESTON SE DOOR37.5 X 1A I N $1,131.08 $1,131.08* 80.51MPACT ENTRY DOORS SIO-MDSE TO BE DELIVERED: REF ES71MATED ARRIVAL DATE: 02/23/2018 P.O.#22517486 wigv S1401 0000-933-166 1.00 EA NA 1 NA SO JW EXT ST CT 14 DAYS OR LE/31.5X80.5 STEEL A N $1,280.72 $1,280.72* SINGLE DOOR E UTSWING S1402 0000-933-166 1.00 EA NA/(CO 1.5X80.5 STEEL SINGLE DOOR UNIT LEFT A N $0.00 $0.00 OUTSVW • $2,577.94 DELIVERY INFORMATION: DE STALLER WILL SCHEDULE D moi€` Check your current order status online at www.homedepot condorderstshrs * Indicates item markdown Page 1 of 5 No. 6322-333861 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: ROMANO Page 2 of 5 No. 6322-333861 IN REF#101 INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION#101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL SIO MERCHANDISE-INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. fes: REF# 101 ESTIMATED INSTALL BEGIN DATE: 02/12/2016 ESTIMATED INSTALL END DATE: 03/13/2016 MERCHANDISE TO BE INSTALLED: U +IIPTION R02 0000-155-400 6.00 EA 1X6-8FT PT WEATHERSHIELD R03 0000-252-677 42.00 LF 1-1/4 X2 PFJ WM180 BRICK R04 0000-526-849 6.00 EA 11/16 X2-1/4X7'PFJ WM327 CAS LEG R05 0000-168-335 6.00 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD S1301 0000-728-255 1.00 EA NA S/O FEATHER RIVER PRESTON SERIES S1401 0000-933-166 1.00 EA NA SO JW EXT STEEL IMPACT 14 DAYS OR LE S1402 0000-933-166 1.00 EA CONTINUED BASIC INSTALLATION LABOR: SKU DESCRIPTIt� OTY U TAX PRIGli. XI"EN . . 0000-523 /PRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTIQN DESCRIPTIOKiii: I TAX PRICE EACH EXTENI§K 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENINGY 2.00 EA N $15.00 $30.00 11 MULTI DOOR DISC-EXTERIOR DOOR UP TO 36X96/ 1.00 EA N $240.00 $240.00 23 UPCHARGE FOR IMPACT GLASS UP TO 36"WIDE X 96"HIGH/ 2.00 EA N $90.00 $180.00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRII TION QTY UM TAX PRICE EACH ' EXTENSION 1 REMOVAL OF THE OLD SECURITY DOOR 2.00 PA N $75.001 $150.00 2 CUT STUCCO TO FIX 2X6X8 2.00 PA N 150.00 $300.00 *6ONTINUED ON[NEXT Page 2 of 5 No. 6322-333861 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: ROMANO Page 3 of 5 No. 6322-333861 H ar ALS � AT : r� .. REF M01 ROMANO MONICA INSTALL LABOR CHARGE: $1,187.00 ADDRESS: 1 NW 110 ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33168 CREDIT FOR DEPOSITtMEASURE: 50.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX:Merchandise- N LABOR- N INSTALL TOTALs 1 130.11 PHONE: 305 219-9864 ALTERNATE PHONE: 305 219-9864 INSTALLER SPECIAL INSTRUCTIONS: FRONT DOOR/FEATHER RIVER-FL#15255.5. FLORIDA ROOM DOOR/JELDWEN-FL#14569.1 BASIC INSTALLATION LABOR INCLUDES: •PRE-INSTALLATION JOBSITE INSPECTION EXTERIOR TRIMIBRICKMOLD 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) CAULKING *PRE-HUNG DOOR UP TO 72X88 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 72X98 INSTALL MORTISE LOCKS ON WOOD DOORS(CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM Lm=IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMSMIIRING 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 V,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 ANDIOR BRING THE INSTALL INTO COMPLIANCE Page 3 of 5 No. 6322-333861 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: ROMANO Page 4 of 5 No. 6322-333861 INSTALL ? REF#101 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 REF# 110 BASIC INSTALLATION LABOR: SKU DEC�PfiIO�N " U 71 TAS PIS H : :1 `111111 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES OPTION =-DESCRIPTION QTY UM TAX PRICE EACH E TOASli6.. 7 PERMIT FEE/ 395.001 EAJ N 1 $1.00 $395.00 INSTALLATION SITE NAME:''ROMANO MONICA INSTALL LABOR CHARGE: $395.01 ADDRESS: 1 NW 110 ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33168 CREDIT FOR DEPOSITIMEASURE: $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N ® ® $392.61 PHONE: 305 219-9864 ALTERNATE PHONE: 305 219-9864 BASIC INSTALLATION LABOR INCLUDES: *ALL FEES ASSOCIATED WITH OBTAINING PERMIT MUNICIPALITY OR INSTALLER.IF DELIVERED TO INSTALLER,THE INSTALLER WILL 0ONTINUED ON NEXT PAGE Page 4 of 5 No. 6322-333861 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: ROMANO Page 5 of 5 No. 6322-333861 REF#110 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 C3F`INSTALL#2 , TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id(PI): •' ® ® $4,100.66 A:90 DAYS DEFAULT POLICY SALES TAX $0.00 TOTAL $4100.66 BALANCE DUE $0.00 The Home Depot reserves the right to limit/deny returns.Please see the return policy sign in stores for details.' :EIM OF C1R13ER Page 5 Of 5 No. 6322-333861 Customer Copy REPLACE DOORS IN 2 OPENINGS ONLY.NEW _ RESISTANT- HURRICANEDOORS SHUTTERS NOT REQUIRED. 7BY 0 �I+ 216 2 Z 30" X 80" M } } U Da UU ° � J z Ls 36" X 80" m IH w O rJ W 0 O `� W U - � � < T� G_ z p m J mrlm N m u CUP T OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 80 20.00 4 38.2 -41.6 FL15255.5 60.0 -60.0 FRONT ENTRY-LSMI 2 30 80 16.67 4 39.0 -42.4 FL14569.1 60.0 -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. DOOR FRAME#1 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. DOOR FRAME#2 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 NAT04GIS Fb e-9flEdIFIC OPENING PRESSURES DESIGN PRESSURES OP'PRODUCTMEET OREXCEND SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT•7 ••• 1299 FT 1 • IN• • -101, r • • • • • • • • • •• • • • • • • • ROMANO RESIDENCE 1 N.V !l tOTH$1}2E:ET;• DOOR REPLACEMENT PLAN MIAMI§HO*t6S:•FC6AIDA : • • •• • • • • •• •• ••• • • • ••• • • 05130/2015-2.48pm gabdeis V:13lojectsl 2014-MP8VM Wind CWt Refs wmX0O-MPS14.44W Series C&C(Current).dwg St' ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PS -ZONE 4 Mean DESIGN PRESSURES -ZONES INSTRUCTIONS FOR TABLE USE: Roof Tribtrta Area Ft Roof Tribup Area Ft 1.TABLES ARE INTENDED TO QRST CASE'PRESSURES. WORST CASE IS 10 15 20 25 30 10 15 20 25 30 35 40 45 50 DEFINED AS THE ¢ WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO 11 THESE TABLES. 43.4 -424 -41.6 1.1 -40.6 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID 0 " ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 1 39.0 + +37.7 +37.2 + 0-15 ft +401 +39.0 +38 2 +37.7 +37.2 +36 8 +36 4 +36.1 +35.9 3.TABLES VALID TL_ APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°S B NEER AS A SITE SPECIFIC CONDITION. 44.0 .0 2 4L6 :T-1 -54.4 -52.2 -50.7 -49S -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE - F HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +40.6 +59 +3849 +38.2 +37.7 + F 16 ft +40.6 +395 +38.8 +38.2 +37.7 +373 +36.9 +36.6 +36.4 CANNOT BE IDE 5.ALWAYS ROUND TOOTid LE VALUE OR CONSERVATIVE ASSUMPTION. 1 11 44.6 -43 8 -422 -% 3 17 ft -55.1 -529 -SL4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRI 1 E 0 NING IN QUESTION(HEIGHT*WIDTH)OR Ll +40.0 +398 +38.7 4382 407.8 +37. 6.8 +42.1 +40.0 +393 +38.7 +3&2 +37.8 +37A +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS w -45.1 -427 -42.2 L8 -41.4 -42.1 -40.8 -55.7 -535 52.0 -50.8 -49.8 -489 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL ra +41.6 +405 +39.7 +39.1 +34.6 .2 +379 +37.5 +373 18 ft +41.6 +405 +39.7 +39.1 +3&6 +38 2 +37.9 +375 +373 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44. -43.8 -43.2 22 -41.9 -41S -42.3 -56.4 -54.1 -526 53.4 -50.4 -49.5 -48.8 -481 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER • 21 +42KM +4012 +39.6 43Y.1 488.7 +3&3 +38.0 +37.7 19 ft +421 +41.0 +40.2 +39.6 +39.1 +3&7 +383 +380 +37.7 TRIBUTARYj IDENTIFY THE ZONE OF THE OPENING AS INTERIUSE THE OR(ZONPUBLISHED)OR EXTERIOR(ZONE 5)PER �� 4 -462 `.140 -V -43.6 441. -J2.7 -423 -420 -4L7 20 ft -57.0 -54.7 -53.1 -5L9 -509 -50.0 -493 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +426 +43.4 +40.6 +40.0 +395 +39.1 +38.7 +38.4 +3&1 +426 +4L4 +40.6 +40.0 +395 +39.1 +38.7 +38A +3&1 CONSIDERED THE MORE CRITICAL(EXIT RIOR)ZONE. 46.6 44.1 3.1 -42.8 424 X2.1 57.6 -553 -53.7 -52.4 -SL4 49 2 qg 6 8'READ OFF POSITIVE AND NEGATIVE PRES$IJRES FOR USE AS REQUIRED BY THE LOCAL 21 ft 21 ft MUNICIPALITY IN ACCORDANCE WITH CODE. 2a +43.0 +41l�} 1 +40.4 436! +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 5 +3&5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,.TABLE VALUES ARE UNDER-DESIGNED BY A r- ft -47.1 -45.9, -45.1 -445 OV.Q 643.6 -432 -42.8 -426 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. p 22 +43.4 +423 +415 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +423 +41.5 a A 9.2 +38.9 GENERAL NOTES- -47.5 4V ft -475 .4 S/6 -449 .0 -43.6 -433 -430 23 ft -58.7 -56.4 -54.7 -5 -:ij .1 -49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN .r( +43.8 ^2.7 +41.8 +4 +4011 +40.3 +39.9 +39.5 +39.2 +43.8 +427 +41.8 k i +39.2 MERITERIA THODOLOGY"OWN SCE 7�-1ON SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 42444 -48.0 -4f�$ 0 -453 .8 x44.4 -44.0 -43.6 -433 24 ft -592 -569 -552 53'9 " ��-'{{ -2 -50.0 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND =i +44.2 +4112 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +421 +41.6 +41. ` 6 2 +399 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY = -48.4 4 2 .4 -45.7 .45.2 .44.7 .44.4 -44.0 -43.7 -59.7 57.4 -55.7 -54.4 -53.3 -525 -51.7 -52-0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt-1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft 25 ft NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE +44.6 +43.4 +42.6 +4L9 +41.4 +41.0 +40.6 +402 +39.9 +44.6 +43.4 +426 +41.9 +41.4 +41.0 +40.6 +402 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECRONALiTY FACTOR)WITH (p 26 ft -4&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 -521 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCIII HURRICANE ZONE.TABLES ARE FOR TTI +450 +43.8 +429 +423 +41.8 +41.3 +409 +40.6 +403 +45.0 +43.8 +42.9 +423 +41.8 +413 +40.9 +40.6 +403 WALLS AND VERTICAL SURFACES ONLY. o 492 48.0 47.1 465 X45.9 455 45.1 -04.7 44.4 60.7 -583 -56.6 -553 -542 -533 -525 -5L8 -SL2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING.THESE TABLES ARE ONLY m VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. Z 27 ft +453.+44.1 +43.3 +42.6 +421 +41.6 +412 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +421 +41.6 +41.2 +409 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. G) USE OF THESE TABLES AND CORRF,SRONQING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 495 483 475 -46.8 463 -45.8 45A ft 612 -58.8 -57.0 -55.7 -54.6 -53.7 -529 -522 SL6 COEFFICIENTS LISTE E N,(4H7 I Fe D VERIFIED BY THE GOVERNING m +45.7 +445 +43.6 +43.0 +424 +45.7 +445 +43.6 +43.0 +424 +420 +41.6 +4L2 +409 BUILDING DEPARTM O FOR APPLICABILITY OF TABLE m -49.9 -48.7 -47.8 -472 -46.6 Z -6L6 59.2 -57.5 -56.1 -55.0 -54.1 -533 -526 -520 VALUE USE IS OFFS 7 29 ft 29 ft 5.THIS SPEQFICA I WLRNY PRODUCT APPROVED Z +46.0 +44.8 +43.9 +43.3 +42.7 A +46.0 +44 8 +43.9 +433 +427 +423 +41.9 +4L5 +4L2 CtxtTiFICATTON. D TEST CRITERIA AND OTHER503 -49.0 -482 475 -47.0 T -621 -59.6 -579 -56.5 -55.4 -545 -53.7 53.0 -524 APPROVALS FOR D BLtI N AND APPLICABILITY OF THESE TABLE 30ft 30ft VALUES WHICH IST B VEER B'fRDANCE WITH GOVERNING CODES. +463 +45.11+443 +43.6 +43.0 +46.3 +45.1 +443 +43.6 +43.0 +426 +422 +41.8 +41.5 6.ADHERE TO ALL N YM ORDINANCES. I7yI 32 ft -SLO -49.7 -48.8 -48.2 -47.6 4. 32 ft -642.9 -60.4 -58.7 -573 -56.2 -553 -54.4 -53.7 -53.1 7.NO CERTIFICATIOIW OF THE HOST STRUCTURE. i +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42 21 +47.0 +45.7 +44.9 +44.2 +43.6 +432 +427 +42.4 +421 8.EXCEPT AS EXPRESSLY P N,NO ADDITIONAL CERTIFICATIONS OR 519 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -472 -46.9 -64.1 -63.6 -59.8 -58.4 -573 -563 -555 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +479 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +432 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44S +44.0 +43.6 +43.2 +42.9 a-10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -521 -5L2 -505 -49.9 -49.4 -49.0 -48.6 1-483 -65.9 -633 -61.5 -60.1 -589 -579 57.1 -563 -55,6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +492 +47.9 +47.0 +463 +45.7 +452 +44.8 +44.4 +44.1 40 ft +492 +47.9 +4Y.0 +46 3 +45.7 +452 +44 8 +44.4 +44.1 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -54'8 -53.4 -525 -51-7 -51.1 -50.6 -502 -49.8 -49.5 45 ft -67'6 -64.9 -63.0 -61.6 -60.4 -59.4 -585 -57.7 -57.0 EAVE HEIGHT +505 1+49.11+48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +475 +469 +46.4 +459 +45.5 +45.2 a HEIGHT 56.0 -54.6 -53.7 -529 -523 -51-8 -513 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -5&3 ft +53-6 +502 +493 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 soft +53-6 +50.2 +493 +48.5 +47.9 +47.4 +47.0 1+46.6 +46.2 5 57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -520 -SL6 -70.5 -6/.7 -65.8 -64.2 -63.0 -619 -61.0 -602 -59S ® I 55 ft +527 +52.3 +50.3 +495 +48.9 +48.4 +47.9 +47.5 +47.1 55 ft +52.7 +51-3 +503 +49.5 +48.9 +48.4 +479 +47.5 +47.1 Jr I 5 a ® 4 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -533 -529 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -621 -613 -60.6 E a 60ft +53.6 +522 +51.2 +50.4 +49.8 +493 +48.8 +48.4 +48.0 60ft +53.6 +522 +512 +50.4 +49.8 +493 +48.8 +48.4 +48.0 WALL ZONE FIGURES IsObdbac $ REMARKS DRWN CHKD DATE C:) IPpIISSUE Gss TSB °3,05/12 5TH ED. FLORIDA BUILDING CODE E�N/G�INCEERING O m1 3 REV-AOJUSTEDHEIGHTS CSS TSB 04M12 (2014) E�CFPRE'SS® � \ x REV 2014 FBC DGM TSB 06/10/15 w W m Q - _ _ ASCE 7-10,CHAPTER 30 �amm,�oP��. z� z _ 160 SW 12th AVENUE, SUITE 106 9. O "z Lam.. DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 MASTER PLAN SHEET t � nilsooan�rrrlsTl�PROPERrroFENONEERNOE:9�REss, P:(954)354-0660 F:(954)354.0443 4 N ANDSW.LNOTBEFEPR=XMNWMLEOt PARTW aff CERT OF AM#9885 O o Imo► �s 'p 0FENONN0Es &MM* s @ENGENGEXPRSSwRlsCasNmmAD0A at 07M MAROM9T0M DOCUMENTARE NOT AJ G1o E:HELLO PEmMAPmwVAUDATE00RCEnCMM m ENGIN EERINGEXPRESS.COM Florida Building Code Online i SCIS Home Log In User Registration Hot Topics Submit Surcharge s Stats&Facts i Publications FBC Staff I SCIS Site Map 1 Unks Search Busines ��` 4ftodmtProfen %,(n Approval USER:Public User Product AmIroyai Menu>Product or Application Search>Application Ust>Application Detall FL# FLIS255-RI Application Type Revision Code Version 2014 Application Status Approved Comments x Archive13 d " Product Manufacturer Trinity Glass Intemational Address/Phone/Email 33615 1st Way S i Federal Way,WA 98003 (253)875-7300 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultents.com a�� a Technical Representative rf b P `" dw=r Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors a� Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 _ .s Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contrail Expiration Date 12/31/2016 Validated By Ryan].King,P.E. ® Validation Checklist-Hardcopy Received yr��,p`8p as -1 Cert111W `bf MI)el tette • • • •• FL15255 R1 COI CERTIFICATE of INDEPENDENCE.Ddf MNY „ Refere.oedSle.1 s.=YA•'of�itagdasii�• veer b” t ASTM D1929 1996 ASTM D2843 1999 �' ••• •�• ••i ••• ••• ••• ASTM D635 2003 • • • • • • • • • ASTM G155 2004 •• • • • • • • • • • • •• • • • • • • • TAS 201,202,203 1994 _ Equtv"V qli Prod4Gt StarjOarlji• • • Certiflell By• • • • • • • • • • • • • • • • • • •• •• • • • •• •• http://www.floridabuilding.org/pr/pr app o.aW.paramawGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbC%WAWEBtgjRTL5r4l•/3d%3d[6/30/20158:02:38AM] Florida Building Code Online pp,jai 'T +�,'' ,��ifiA rt Florida Licensed Professional En sneer or Architect EL15255 R1 Eauiv Eauivalenc 90f Standards.odf aa � � T Sections from the Code � a F 1 ren= `<< ",P1 „ Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 05/01/2015 , Date Pending FBC Approval 05/09/2015 n� . Date Approved 06/23/2015 til ft a , te�aa Go to Page © 0 Pagel/20 0 - t ib� PL 0 1114odel,Number or Nam4 Description q 15255.1 Ia.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X) Limits of Use Installation Instructions --- Approved for use In HVHZe Yes FL15255 R1 II Inst 15255.1.odf y I Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports r rrr Others See INST 15255.1 for Design Pressure Ratings,any additional use FL15255 RS AE Evai 15255.i.Odf } limitations,Installation instructions and product particulars. 1 Created by Independent Third Party:Yes y 15255.2 b.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidellte or } Sidelites-Outswing Continuous Head and Sill Configurations(OX or X0; r OXO) ` _- Limits of useInstallhellon Instructions r Vim'I U Approved for use in HVHZ:Yes EL15255 R1 11 Inst 15 55. .odf i f jY Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports r' Other:See INST 15255.2 for Design Pressure Ratings,any additional use FLIS2 5 R1 AE Eval 15255.2.odf as limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.3c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sldeiite or Sidelftes-Outswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R3 II Inst 15255.3.odf , i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes um ' Design Pressure:N/A Evaluation Reports - Other,See INST 15255.3 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.3.Ddf rK fir" limitations,Installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.4 d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Impact" - y Sidelltes-Outswing Configurations()X;OXXO) Limits of Ulm Installation Instructions ', "t,,g r * Approved for use In HVHZ:Yes FL15255 RI II Inst 15255.4.odf - + � Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports � a Other:See INST 15255.4 for Design Pressure Ratings,any additional use EL15255 R1 AE Eval 15255.4.odf limitations installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.5 le.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X) . Limits of Use Installation Instructions - Approved for use in HVHZ:Yes EL15255 R1 Ii Inst 15255.5.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 3 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports r Other:See INST 15255.5 for Design Pressure Ratings,any additional use FL15255 RS AE Eval 15255.5.odf n Ai ,A� 31.i�"�`= limitati s,i t Ilaon instructions and product particulars. Created by Independent Third Party:Yes �� t • •• • • Sidelft;s-Outswing g ( _ • •• • • • ••• • g Continuous Head and Silt Configurations OX or X0; h = Tfi� • • • • • • • • OXO) j1 Limits of Use Installation InstructFons Approved for use In HVHZ:Yes FLI5255 RI H Inst 15255.6.odf n Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 : ,�w �"w y r�� 'r" � I��dM! • • • Created by Independent Third Party:Yes �'q qnr {2,�, 114 -/ u� ( • • • • • • DAsign P:Iassure:V • • • • • Evaluation Reports rgr 1 Oft;Set]N9r 19255.64Fo rsDdign P/eSSUre Ratings,any additional Use FL15255 RI AE Eval 15255.6.odf : a � I Illinpoons•Irmmmilalwin ons ald.GrocMAarticulars. Created by Independent Third Party:Yes i ,15255.7 g.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sldeiite or Sideittes-Outswing Configurations(OX or XO;OXO) - i Limits aausa • • • *00 • • Installation Instructions Approjed tr u-An ry§Ze Yjs FL15255 Ri II Inst 15255.7.Odf • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr app_4d.aspx?pmm=wGEVXQwtDgv3yVVKJZlQRNoHTeKozNKWIIbCflvlx3AWEBtgJRTL5r4g%3d%3d[6/30/20158:02:38AM] Florida Building Code Online rt v j Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 3 r Other:See INST 15255.7 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.7.2df limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes W 15255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact" Sideiites-Outswing Configurations()X;OXXO) r Units of use Installation Instructions y d Approved for use in HVHZ:Yes FLI,S255R±n_Int 15255.8.odf 1 V a Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 OT 10� At P po Impact Resists Yes Created by Independent Third Party:Yes Design Pressure:N/A { r Others See INST 152 5.8 for Design Pressure Ratings,a additional use Evaluation L S255 RIRAEE EEvvai 15255.8.ndf ,y any limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes rR, r 15255.9 1.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing �,1' ,,h � �, Configuration(X) Limits of Use Installation Instructions Oq�y��l l Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.9.odf 6ii,i 4+A ,, �1� 'i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 r Impact Resistant:No Created by Independent Third Party:Yes y m 5 Design Pressure:N/A Evaluation Reports 1 Other:See INST 15255.9 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255,9.odf rrf ` limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.10_ Fiberglass Door 6'8 Single O � rg g Paque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelfte or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations (OX or XO;OXO) Umiffi of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 1 255,10.odf 1 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resisffisrta No Created by Independent Third Party:Yes Design P. ure:N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.10,odf limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes a 15255.11 k.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sldelite e ; or Sldeiites-Outswing/Inswing Configurations(OX or XO;OXO) r !Limits of Use Installation Instructions Approved for use In HVHZ:Yes ELI 5255 R1 II inst 1525511,udf syf d ' Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 - ag Impact Resistant:No Created by Independent Third Party:Yes s # Design Pressure:N/A Evaluation Reports ��# Other:See INST 15255.11 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.11.odf i 16 limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.12 I.Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or without Non r h Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) Umiffi of use Installation Instructions ! Approved for use in HVHZ-Yes FLIS255 RI LI Inst 15255.12.odf Approved for use outside HVHZs Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistants No Created by Independent Third Party:Yes ��Iia IiaA Design Pressure:N/A Evaluation Reports �� Others See INST 15255.12 for Design Pressure Ratings,any additional use EL15255 R1 AE Eval 15255.12.odf ( ( limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes Ufa pili" y ISI h IN $ i 15255.13 m.Flbergiass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sldelite rk ,, wt T or Sidelites-Outswing/Inswing Continuous Head and SIII Configurations (OX or XO;OXO) # -- ;Umiffi of Use Installation Instructions z4 ; Approved for use in HVHZ:Yes EL15255 RI 11 Inst 15255,13,pdf - Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any additional use FL15255 R1 AE Eyel 15255.13-odf s limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.14 n.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sldelite or Sideiites-Outswing/Inswing Continuous Head and SIII Configurations (OX or XO;OXO) Limits of Use Installation Insbvctions Approved for use In HVHM Yes ELIS255 RI n Inst 15255.14mdf I Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 a Impact Resistant:No Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports ' Oth��e�.�jee fijS•T 1 25 .14 or Ign Pressure Ratings,any additional use EL 5255 R1 gg Eval 15255,14.odf tlmitetions,l'nstillat ory alioVlAct particulars. Created by Independent Third Party:Yes I ref. 15259.655 •• • • • Ia Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact Sidelite 5 • • • • • • • • or Sldeiites-Outswing/Inswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions 7k 1rs Approved for use In HVHZ:Yes FL15255 RI II Inst 15255.15.odf #r ' * A roved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 �� > a aq;9� �� lah� IctlastanR AQ • • • Created by Independent Third Party:Yes e a iN11081111 •• •• •• • •• • Evaluation Reports�, 1�M1 t Iti nlu� i iOtN�.:Sdb INYr IS255.16 fdt DRsignsPressures+Ratings,any additional useFL15255 RI AE Eval 15255.15.od lilirgitiony%stalla •ins dons 2roft0partIculars. Created by Independent Third Party:Yes 115255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"Non- Impact"Sidelltes-Outswing/Inswing Configurations(XX;OXXO) .; umlllow Use • • • 004 • • Installation Instructions Appr+�red;r us$In"Z-1•Es ELI 5255 R1 II Inst 15255.16 od_f � • •• • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRNoHTeKozNKWIIbCtMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AK Florida Building Code Online Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 kr�iyh Impact Resistant:No Created by Independent Third Party:Yes �' '1 Design Pressures N/A Evaluation Reports �� ;'i��, Other:See INST 15255.16 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.16.od I'M dal" limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes i 15255.17 q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration(X) Limits of Use Installation Instructions r Approved for use in HVHZ:Yes FLIS255 R1SII Inst 15255.17.odf My9 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Ph;r�d a"x � Impact Resistant:No Created by Independent Third Party:Yes 'm�a � 1 Design Pressure:N/A Evaluation Reports Other:See INST 15255.17 for Design Pressure Ratings,any additional use F 15 55 RI AE Eva[15 55.17.odf v" limitations,installation instructions and product particulars. Created by Independent Third Party:Yes .'.='_'.. 15255.18r.JFiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite ^; or Sldelites-Outswing J Inswing Continuous Head and Sill Configurations (OX or XO;OXO) �,. Limits of Use Installation 3rMructior:s r j Approved for use In HVHM Yes FL15255 R1 II Inst 15255.18.odf T Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ilw Impact Resistants No Created by Independent Third Party:Yes ' Design Pressures N/A Evaluation Reports Other.See INST 15255.18 for Design Pressure Ratings,any additional use EL15255 R1 AE Eval 15255JS8 pdf r 8l4µ * s{ imitations,Installation_Instructions and product particulars. Created by Independent Third Party:Yes 15255.19 s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impart Sldelite ` or Sideiites-Outswing/Inswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions i Approved for use in HVHZs Yes FLI 5255 R1 II Inst 15255.19.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ' Impact Created by Independent Third Party:Yes pact Resistant:No Design Pressure:N/A Evaluation Reports Other:See INST 15255.19 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.19.odf limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.20 t.Fiberglass Door 8'0 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) ti ` - !Limits of Use Installation Instructions t L Approved for use in HVHM Yes FL5255 R1 II Inst 15255.20.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 W G4 Impact Resistants No Created by Independent Third Party:Yes 4 Design Pure:N/A Evaluation Reports i'r r kf Other:See INST 15255.20 for Design Pressure Ratings,arty additional use FLIS255 RI AE Eval 15255.20.odf y yi, I I limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 4 - fag Pagel!2 Go LO e Contact Us;;1940 North Monroe StneeL Tallahassee FL 32399 Phone,850-487-1924 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.;;Privacy Statement;;Accessibility Statement;;Refund Statement r ? Under Florida law,email addresses are public records.If your a mail address released in response to a public-records p you do not want po p request,do not send electronic mail ax h§ ! to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), ! Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The smalls xn! 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 hfi[L. Product Approval Accepts: FM E9 M k > cul it N yLK.'ltr7t m IRics •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0• • •• •• ••• • • • ••• • • http://www.flondabmlc ing.org/pr/pr app dtl.aspx?p—m=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWlIbCAWAWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:39 AM R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence RW Building Consultants and Lyndon F.Schmidt,P.E.do 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 in the accompanying Florida Product Approval. Lyndon F.Schmidt,P.E. FL No.43409 Apri1 1,2015 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . R:\Admin Docs\FBC Templates\Certificate of lndepe44mce doc . • • •e e i6heeta of 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 March 12,2015 To Whom It May Concern: FL-15255 Equivalency of Standards ASTM D 635-03 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has been determined by Lyndon F.Schmidt,P.E.and RW Building Consultants,Inc.that ASTM D 635-03 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5th Edition(2014)Florida Building Code. ASTM G 155-04 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 155-04. It has been determined by Lyndon F.Schmidt,P.E.and RW Building Consultants,Inc.that ASTM G 155-04 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 5th Edition(2014) Florida Building Code. ttgEIMIfill o ;'�qq,��pq� 43409 ® {4V Oi� I OO/-/5 .�o °fs a Lyndon F. Schmidt, P.E. � . $T�'TOF p FL No. 43409 ``��' g©R �?-¢'��`�� CA No. 9813 ®° �gS ON...Aa .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TRINITY GLASS I N T E R N AT Z O N A Lam. iw"'•55 � � g m M 37.5WMAX OA. 37.50'MAX.OA ,!!!!lrrrr r�\ \\\\` $ LAZED FIBERGLASS I `"'°TM ` """"Ewe" 9 qz� ,,immcr DOOR 2 a OUT WING zP GENEtk 198?Er. • • •••• • — n� i ••�: Thh product has been evat.00.atedond is In complance with the 5th Edition(2014)Florida Uding X 44�� • •••• Cade•(V"cturd mpukemeph including the No Velocity Hurricane Zone"(HVHZ). " • 2. Product anchors shall bg Mrand spaced as shown on deta�.Anchor embedment to base ,a o j/� p •••• matericA It beyo *M dt ftV or stucco. ! •••• . •. •••.• O O o) a •3. When used Irjti�°HVHr%1jr2duct comps with Section 1626 of the Fk�ia Bugg Code arg •••• does i�•require an impact resistant covering. $ a •••4: When used in areas outsideroitta®lMir requft wind borne debris protection this product •••. comms w"Section i U.:4%tjhe FBC and does riot require an impact resistant covering.This product rMeetssn�sNe 1%,l 17 and includes Wind Zone 4 as defined In ASTM Et 996 and Section f • 1604.1.12 of to FBC. � •••• a 5. For Mtyrj Wping construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. v 6. Site conditions that deviate from the details of this drawing require further engineering analyte R � a licensed or erregistered architect. DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE e ® _ 7. This product meets water infiltration requirements for"FtVHZ". TABLE OF CONTENTS - DstY PItESSItRE o o SHEETS DESCRA'TTON tAAAE GLASS m & notes Vim- 1 _:DAPI Tt�PE POSl1TtrF NEGATIVE` _0 0 z o OUTSMNG GT,G2 —02127112 i 3 DoorD. and t 37 "x 80 75" t6a Q -6Q,Q 4 Ho&ontdcrosssections (RECTANGULAR) &G3 scaE N.T.S. 9 5 Veftd Cross sections OUFMNGST °X 8ti 75" GT,G4 +7$Q -75.Q MO.BY: JK 6 Buck a (OVAL) asc sr: LFS 3 7 k 8 BR of materiads eft—5255.5 a j _35.75^MAX PANEL WIDTH G3 G2 G1 �.� 21.0" PVC STILE CAP EXTERIOR LOCK BLOCK PVC STILE CAP ��'�•••••••• 4+ MAX.D.L.O. LVL STILE 4 za O CC 8,..z Ml l d� SEE DETAIL 2 INTERIOR or•• 166" E °$a o 032° 1 HO NTAL CROSS SECTION 2.48° \ SEE HARDWARE 2 TOP RAIL �+ o g LVL/COMP. a a O � CHART STRUCTURAL SI '�c o o � POLYURETHANE [TYP.4 PLCS.j SEE Z o x i Y FOAMED FIBERGLASS OPTIONS BELOW A3 .S°GLASS BYTE a 2 YARN 1°OA THK GLASS 8 b o RCIF�CEMBJTTEMPERED GLASS G3 02 GT • •• s� AIR SPACE a • • • DETAIL 1 �, • • •••� • • r= 3 r • •• • /(• IMANNEALED EXTERIOR INTERIOR f° 0c� GLASS • •• • �•i DETAIL 2 0.090"PVB INTERLAYER • FIBERGLASS DUPONT BUTACITE OR CAPSTONE • • • SKIN #8X1-1/BSELF �^ • •• • •• • s• • THREADING SCREW 1J8"ANNEALEDiz¢ s • • • • STRUCTURAL SEEONE PVCIALUM.ORPOLYPROPYLBdE/ALUM. GLASS EXTERIOR INTERIOR •i•• •••• •••• OPTIONS BELOW COMBINATION GLAZING SPACER • • • .5"GLASS BYTE G2 a a �. • •••• 2 •••• A3 •••• pqN • • 71 FA �'••0••• i°OA THK GLASS g3 .5°GLASS BYTE • 1/ TEMPERED •••• •• • 09000* STRUCTURAL SILICONE GLASS ) 1"OA 17iK GLASS • • ••• SEE • "' AIR SPACE OOPTIONS BELOW lAr TEMPERED a �• • • • • i". GLASS • #8X i-1/8"SELF AIR SPACE 1ffANNEAIIDGLASS THREADING SCREW — w #8%1-1J8°SELF En 0.090°PVB INTERLAYER 1 Ar ANNEALED GLASS DUPONT BUTACITE OR CAPSTONE LVL ALUMINUM MU &THREADING SCREW BUTYL 1/8'ANNEALED GLASS OM PVB INTERLAYER RAIL SPACER SYSTEM ALUMINUM 8&BUM CAPSIDUPONT D E� p� o h $ GT CslAIBtGDETpR SPACER SYSTEM lArANNEALL�GLASS PVC z o¢ 1.5" COMPOSITE 'm 1.24° BOTTOM RAIL o z n —02127112 i e ' HaaawAL�CHaai SME N.T.S. 9 aro.er: JK m' MANt ACfltRFR AMA r2`1 VERflCAI CROSS SECTION cm er: LFS 3 i E DEIAE I /; fLUS11 GIA7�FRAME f;1 MAHQGAMY tflE FRAME KiNIKSEt KNOB: SIGNATURE SEBIES `/ FL-15255.5 l ain or PCS A DEAOBOLT:SLGNATURE SE&IES(4�) srw 2 of G 'a ``tttt rt ti tAPL WITH G4 G3 G2 G1 LVISTILE ?��,<�..*• 15 5tW PVC STILE CAP EXTERIO2 LOCK BLOCK PVC STILE CAP—7 i • MAX.D.L.O. r• s L ,'ttttfiti 1 t t�� 1�i�2:z //J I I l�'' SEE DETAIL 2 INTERIOR - 0 T o x a,q 0.32' 1.66' $ o X SS�HARDWARE �MA!CROSS SEC71ON 2 do z � d o z .5 GLASS BYTE V� I £ui B3 A3 ° BUM SEE 1°OA.THK GLASS a R i • • DETAIL I � � • • e • T/B`TEMPERED GLASS –AIRSPACE • • • • •i • S3 ^� DECORATIVE INSERT TOP RAIL iz • •s • 11CANCNEALEDGLASS.09W PVB INTERLAYER LVL/COMP. m a� • DUPONT BUTACTTE OR CAPSTONE A •••• e• e•i i••i•• STRUCTURAL S@.� 1/V ANNEALED GLASS s (TYP.4 PLCS.)SEE •••• •••• 2 •••• OPTIONS BELOW ALUMINUM G4 G3 G2 Gl a a IF r7 •••e•• 3 ••••• off:i • 7 Oval •• POLYURETHANE • •••• •• e •e••e• 2 AMED FIBERGLASS • • •••• YARN RHNFORCEMBJT EXTERIOR INTERIOR • •• • e 4 0 • N ► 8 - N 0 N=2 FIBERGLASS tin z d LVL F E RAILz o¢ PVC S HARIAYAR�CHA COMPOSiTRAIi z 14 omE 02/27/12 i lD`T' MANUFACTUERRi�IODEt o ° N.T.S. STRUCTURAL.SILICONE OPTIONS: on.BY: JK SILICONE BY CAPSTONE(4PL) –1.64"--4 KNOB: SONATURE SERBS DR sr: LfS 3 �. KINIKSET DOW 945 STRUCTURAL SILICONE € DEADBMT:SIGNATURE SWES("Q) SILICONE BY DONGYANG SILICONE CO. 2 VERTICAL CROSS SECTION ° 'K'5255.5 � DEMI I 3 FL-1 c dr 5 5 EMB.(TYf'.i �,r ............ 1 2 3 F C a �c ir'Zn cin r � 40 ►„ „++ co Z 4 INTERIOR 12 $•o �poa o maple a X o €z • •• C 4a • • • 3 y • ••.• • • • • / EXTERIOR • • i.i.•i I 23 M A u' y • • • • d E •••• • ••• ••.•.• 3 HORIZONTAL CROSS SECTION z m• •i•3-1/4'MIN. •••. •.•. Shown w/iX wb-buck 1-1/4"MM. EMB.PP# • • EaAB i1YP i I � • . • • • L • C �0.µ..1��5�'y mW ••••• 1 2 3 1 2 3 INTERIOR INTERIORLn � z G 12 40 40 12 ° 4 � Q i o w ° ° z n ° O 0 o 26 EXTERIOR EXTERIOR one 2 27 t2 = D B 18 B D SM N.T.S. ° kt E D".ar: JK mm E 1 HORtiONTAL CROSS SECTION 2 NORIIONTAL CROSS SECTION cDROM rac.er: LFS 3 ND- 4 ¢ FL-15255.5 N 0 SHEET_A_Wi7 N a' t E ° 4° . C ��/ •••..........•• e � B ' L A Z c JI Noll 40 - c Z a 72 ,••• 72 �, F 7 2 3 y ••.•• EXUIM•: INTERIOR 1 2 3 EXTERIOR INTERIOR 40 • l i1 VERTICAL CROSS SECTION \VEMCac CROs RMON ••••• • '. • • • 5 -Shown WlX wb-buck • m ••••• •• •• •••••• i•••• • � ••� • INTERIOR RIOR a 27 N F 9V t2 YY 12 E . a �° a E o , 4 4 4 M 2 Q < p a 4 ° DAM 02127112 i K-4--'\_VERTICAtCROSS---DN SML. N.T.S. 3 VERTICAL CROSS SECTION Mo.BY.. JK m' 8 3 WII*V A-high d. cm BY: LFS 3 DRAW NO.: K FL-15255.5 a aSim 5 of A �! SEE HINGE DETAIL 6" , A 17 FT Gin BUCK i� •••••• �� '>°`° TYP.HEAD ° F iX BUCK i��,4rr r ...•��` ' °°$ AND JAMBS a ANDHEAD ` `' °a o 2X BUCK v 2X BUCK "� ,� a I L e e DOOR • ••• 'v FRAME c3 of 069 0 • • • ••i• SEE 64 2X BUCK z " • •%WONRY i • i HINGE MASONRY M, IX BUCK z • OPENING ••••s• DETAIL 2 OPENING • •••• : •••••• Y2 •••• •• •••••• TYP°SILL < �< N •••• - ' •• •••• P o �• • •• ••• $TRIKE PLATE DETAIL •••• BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB n CONCREM ANCHOR NOTES: 1.Concrete anchor focaflons at the comers may be ac>p-s to maintain the min. — edge Mance to mortar joints. 2.Concrete anchor tocaffons noted as%WX.ON CENTER'must be adjusted to maintain the min.edge distance to mortaribints,additional concrete anchors LL may be required to enstwe the MAX.ON CENTER"dbrmnsfon are not exceeded. &Concrete anchor table: 4 2X B J 2X BUCK i 'AAtCHOR ANCHOR MFA( .'M'VCl FRANCE...ININ.GtEAR4tE H IX H 1X BUCK TOIJIIISOA}RY: 70AWACENT:. n k' TYPE SIZE.:- EAABEDAAENT a M<o Et�(rE :ANCHOR 26 26 ffwr TAPCONa t/4' 1-1/er 4' 24 • 24i Elco -t/4° i8 CA 02 27 12 ULTRACON i$ smE- N.R.S. ° o.sr: JK m TAPCON• 3116" 1-1/4° S" 1-1/2 aac By- !FS $ WOOD SCREW IWALLA71ON NOTES: HINGE DETAIL t HINGE DETAIL 2 ORAWW NO., � 1.Maintain a minimum 518"edge distance,I"end distance,&I'o.c.spacing of FL-15255.5 n wood screws to prevent the splitting at wood. N 0 s W or 8 0 a JA 4.86 * •t= ��'w r _=.i::::_=..---- � '�.,>•''•••.... ..• ''�moo` �>°�� an 1 2 3 If'nit till` pp;"D z UN•: ��-2.38 --� R t E 2 . 2,W �A rD AMB 19 �� 9 cs Wood 4 �d 0 0000a4 4.56 • 0000 b j•• • • • 0 ••i••• 8 • • • ••• } O C7 a 0000 • •• ••e••• — —� a • 0000 0••ee0 0•e•e0 2 HEAD/INp*VMB. I • ei•• •e•• w/ • 0000 • • • ••i•0• 4SUXEY,Mif • S6" 0000 :0i•00 0••••• SL y LEFT SCALE NOW d • • • scuE NOW F �^• 0i•i 0000 • — __ •••••i �_r ^� 4.56 4.56 244—" k ro 2.44° — N ONt%1pANDJAA4B5 0 � PVC o O O 11 O O O O ri S* z a � m 458" 45Y t9 M1,01N Q c o a ------ W 0 o 2 U DATE 02 27 12 i " scaE: N.T.S. DM.BY. JK m' tsar sr LFS 3 � � �wroronr�s r 27 HeJiWam FL-15255.5 N sx7 of EEr 10 MNL OF MATERIALS "�m rretn# DESCWWN MAMrnc A 1X BUCKSG>=055 WOOD v„•• ice, B 2X BUCK SG-0.55 WOOD C 114"MAX.SHIM SPACE - ��ii "'•••• ��`� �'>M Pf t D 114°X 23/4'PFH ELCO OR ITW CONCRETE SCREW STEEL �t#its io z MASONRY-3AB PSI MIN.CONCRETE CONFORMING TO ACI '� 0,4 E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE z F 114'X 3.3/4°PRi ITW CONCRETE SCREW STEEL �` a H I If X 3-1/4'PFH ITW CONCRETE SCREW STEEL J #9 X 2-1/4'PFH WS STEEL c$ L #8 X 2-1/2"PFH WS STEEL ul M 3/16"X 3-1/4'PFH ITW CONCRETE SCREW STEEL N tA"X 23/4"PFH ELCO OR TTY!CONCRETE SCREW STEEL • • r•I iwi(RNGGR-JOWINE-SG x 0.42) WOOD ••s. 2 J PVC • too* 3+0 AA>mB RBERGLASS/COMP $ #b 1-1/4P YW SCREW STEEL • 12 WEATHER STR1P'C1[EB Q LON - • •o•• 18• 3.988"X 4.0"HIMIGE YWd 0.048"THICK STEEL m o 0000 1 PC/ASA z -' 0 s i•• 22 DBOU STRIKE PLATE STEEL 2Z PLATE*---- 0 o ••t0 240 Ii9pX5ArPFH •• STEEL & 04 • 25 OUTSWING HK*WV#AoTHRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. } �• •••• X i.0 P STEEL 0 THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. ad • 4D DOOR PANEF&-S6EDWR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS • •••• 2"PFH—WdbD STEEL Ln 8 0 o El 04 J 0 —02127112 laz s N.T.S. ° ami.BY. JK m' aac em: LFS 3 owes ta: FL-15255.5 0 ww-jL OF $ a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.Q.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Proressionai Engineers Cealitcate ofAtahorization No.9813 5255.5 1,2015 Date: .41U.1 Product Sub Category Manufacturer Product Name Category Trinity Glass International Glazed Fiberglass Exterior Swinging 4621 192nd St East "Impact"Door Doors Exterior Door Assemblies Tacoma,Washington 98446 Outswing Phone 235.875-7300 Facsimile 235475-7301 Scope. This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 19%)for Trinity Glass international based on Rule Chapter No.61G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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. Limitations. 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the'HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level'D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15255.5 require further engineering analysis by a licensed engineer or registered architect 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15255.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Lobos M Signed y TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,inc. Wendell W.Haney,P.E. TEL 01370051 TAS 201,202,203-94 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,inc. Lyndon F.Schmidt P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lna Lyndon F.Schmidt,P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. 2. Miami-Dade NOA Materials Testing 13-0129.27 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed&Sealed by 4. Calculations 5 • P �Gprisuttt3r�#s,Inc.(CA#9813) ®��t SE r r+DIn �8 Signed&Sealed by Lyndon F.Schmidt, E . . • vq �® Anchoring •'. 'jtVp tlilQirtQ t $ult2trys,inc.(CA#9813) ®®°®v,• °.='v'; ,f r��4 Lyndon F.Schmidt, P.E. � � ASTM E1300 Glass t8ad'•tynddn F.'Sctlhlitlt,IFOE. 5. Quality Assurance No 4344.9 .= Certificate of Participatigq issueg Py National AWeditsition and ^ r Management InstgutQ,cVfying tD&t 12ir fy GIQsVInteralational is manufacturing prodttts"hilt a;luplilt 4serapte ppqam that complied with ISO/IEC 17080 and Guide 53 • ••• • m O STATE OF =kf� Lyndon F.Schmidt,P.E. d rC '•'c4;= ��° ��` FL PE No.43409 °{0Hla. �j�j'e" 5/1/2015 •:• : :•: •:• Sheet 1 of 7 �rdr"11O a • • • • • • • • • • Florida Building Code Online '- 74�}� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications ! FW Staff BaS Site Map Links Search BUSS 11eSProduct Approval Professional BSER:Public User SSL.{fit,✓s i Product Approval Menu>Product or Application Search>Application list>Application Detell FL# FL14569-117 � za Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by d'iwal it the POC and/or the Commission if necessary. .` Comments Archive13 d yid ��;Iiln � Product Manufacturer JELD-WEN _ Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 4 s fbcl@jeid-wen.com ' �� Authorized Signature Kaede McLaughlin fbcl@jeid-wen.com {y ' Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 fr (800)535-3936 ' customerserviceagents@jeid-wen.com ' Quality Assurance Representative Address/Phone/Email r �i� n Milt Category Exterior Doors .` Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing A }Y I�uJ Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute a � 111� Referenced Standard end+fewo(of Standard) Standard Yesr �" ��t��u] • •• • • • • ••• • TAS 201 1994 • • • • • • • • • TAS 202 1994 * ` TAS 203 1994 EqLCvajenc ofProd�Ct�taJdardt • b k Certftd�y • • • • • • • • sw .,°IPS.t�+�'"?:�, a.. ,_,�� • • • • • • • • • •••••• • • • • • • • • • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_Atl. fl)EHWIXNZW1DOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/20159.43:09AMJ Florida Building Code Online { J g Product Approval Method Method 1 Option A WN Date Submitted 11/11/2015 Date Validated 11/13/2015 k� Date Pending FBC Approval Date Approved pp 11/20/2015 E Summaryof Productsr ai r fix' i FL# Model,Number.ort,Name Description v 14 6 .1 ontours tee, ooI Edge Full Lite Door,Outsw ng, 6'- x - ___I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C GAG NI006255-117 Cettificate,12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 x 7 Design Pressure: +60/-60 Installation Instructions ;i 1 Other:Product must be installed per manufacturer FL14569 R7 II 3WO509-03 Instaliation.�df ," w instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes u' Evaluation Reports FL14569 R7 AE PER3392.odf * - Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing,6'-0"x 6'-8" T$ T. a Limits of Use Certification Agency Certificate m 7> y Approved for use In HVHZ:Yes EL14569 R7 C CAC NI006 5.02-R3 Certifi ate.od 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 II 1WO509-04 Inetailatlon.�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 f a14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 8'-0" e _ ' Limits of Use 4 Certification Agency Certificate ! Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006254-R5 Certificatedf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date �£ x Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R7 II IW0 09-0t SS 2015-Q7-02,12df ' £ Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports liprti FL14569 R7 AE PER3391.{2df d Created by Independent Third Party:Yes 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- s Impact Rated Glazed Sidelites,12'-0"x 6'-8" �l�,` Limits of Use X Certification Agency Certificate by �r Approved for use In HVHZ:Yes X14569 R7 C GAC NI011062 NI011062.01 Certificate_12 x a$ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date !^ ImpastRoviellint•Yes 04/30/2020 ! Design Preswae: la•• : : ••• Installation Instructions Othdlr; • •• • •• FL14569 R7 11 1W032012FLnstalla ion.odf b • • • • • • • • • Verified By: Hermes Norero 73778 1 Created by Independent Third Party:Yes Evaluation Reports y F_L14569 R7 AE PER3321.odf ••• ••• j • • • • • • • • • • Created by Independent Third Party:Yes 1fS.5 ;• •.• '.'�ontt Non- Sew, Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- #'. r __. Impact Rated Glazed Sidelites,8'-4"x 8'-0" 'Limits of Use Certification Agency Certificate g 1 Apprasedfor 64n:H142:les ; FL14569 R7 C CAC NIO11061-R1 Certiflcate.pdf • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr app_o.aspx?param=wGEVXQwtDquxTVBjri&Yg%2fDEHWIXNZWIDOuyPOO87LWwGxpHtrgMQ%3d%3d[12/30/20159:43:09AM] Florida Building Code Online Tx" b Approved or use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:+45/-45 Installation Instructions Other: EL14569 R7 II 3W072012FL Installadon.odf �1 a Verified By: Hermes Norero 73778 42 Created by Independent Third Party:Yes Evaluation Reports EL14569 R7 AE PER3322.pdf Created by Independent Third Party:Yes �„ "k ,• 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 61-811 } � Limits of Use Certification Agency Certificate pproved for use In HVHZ:Yes roved or use outside HVHZ:Yes Qua iR7 C CAC 2R Assurance Contract AExpiration Date df I Impact Resistant:Yes 08/31/2019 Design Pressure:N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation.ndf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports � s s FL14569 R7 AE PER3398.12df Created by Independent Third Party:Yes x h-- — 'Limits of Use =� Contours Steel,Wood Ede Certification Agency Certificate Sldelites � a �I' x 9 Opaque g. �81 1 x 8'-0" Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011096-Ri-NI01 096.01- Approved or use outside HVHZ:Yes R1 Certificate.odf _ Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 08/31/2019 Other: Installation Instructions FL14569 R7 II S-2108-01.odf I,'�, Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports € FL14569 R7 AE PER3832.odf Created by Independent Third Party:Yes M CE _ -y r�w a i • € � t r-I S ,§r Mtge? .. .*' -. Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAJEEO employer.CoRynght 2007-2013 State of Florida.;;Privacy Statement:;Accessibility Statement::Refund StatumeM - Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have t4 ` 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., �'jl d� please dickJ=L. Product Approval Accepts: smtint'Y1h i k ltOEM :':' 1J IiliNyl' '< i http://www.floridabuilding.org/pr/pr_app_Ad. fDEHWIXNZW1DOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/20159:43:09AK NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255-R7 DATE: 10/14/2005 i � y CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN � CODE: 104-3 REVISION DATE: 05/05/2015 x To verify that the"Notice of Product Certification"is valid,please visit A-, w.NAMICzrtification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia Interlayer/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 Administr4tttr'9 jgna:ute:. : .•• .. . . .. . . . . ... . *NAT1611"AL ACCREDITATION AND ... ... MANAGEMENT INSTITUTE, INC. . .• �4-A.9j( gore 3washington Memorial Highway '.• •.' ;.. •.•Hayes,VA 23072 Tel: (804)684-5124 ... . Fax: (804)684-5122 ... . . . ... . . JELDNEN® Steel Q CONTOURS STEEL DOOR,WOOD EDGE m 6-8 OUTSIMNG IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT M v W m :UTJL*114G COMPONENTS FROM ODO INC.AND 74' MAX. OVERALL O > c m • • •••• ENDURA PFWUCTS INC. FRAME WIDTH o m 00 ns N •• • • • • 37 1/2* MAX. A r •N 6 • FRAME WIDTH 36 1/2' MAX. o n0 CO ao W •• • 35 3/4" MAX. PANEL WIDTH • • G )'OYES PANEL WIDTH W/ASTRAL s • a O-�iawto •• • d•THS PRO"TISWSIGNEDT0*0fPW4Vf HTHECURRENTFWNDABUmjWQ CO c a W • • • CODE I i MG •• f i i eV EVALUATED/NACCCROANCE S c'1 LL • • THEFOtt _f • • • TAS20i�9f•• •••• TASAW • • s x • • •• • f TAS 203.84•• ••f• o !E 20 1/2' 20 1/2' • •P�DBUCABYOTi1'R^%"A?t�'�I b&w,-DPROPERLYTO 20 1/2' MAX MAX ; W •• • • LOADS 1iDPH6EfO4t1C7i/RE •••••• MAX O 0.1.0. 0�0. c r 3. SHALL sF�S LtD AND SPACED AS SHOWN ON lL^a • �EU&9xi MrTOe4s�;URq L sliActBEaEroNOWAtt i6 0�0 INACTIVE ACTIVE •• • • ORSTUCQI••• • • 4.DESIQN�D��FyS^ $RATMSEE TABLE1,PAW 1. TJr a % 0 3 yp a C!a 5.7HfSPA0011CTAEEETSTHEWATERREOUIREMENTSFORH/GHVELOC/7Y C N C O C ^Zi HURRY ZONE til'¢! 3 / q m \ 4 3 / 4 m \ p to 6 PRODUCT DOES MOT REQUIRE SIM 7ERS B g it sc RESIDENTIAL INSULATED STE DOOR Common m a8 fume C� 4 DOOR LEAFCONS7RUCTKW. Faca aheel4:24 GA(0.021`Raul)fhk knoo.GAMW&ad Steel A-US commestal quaff AKDO per ASTM 82D wffh averege ffdn/mum yleid Co shamm Fy(—)a30827PSL Core Desim Evawbd pol Wem wNh 1.0 to 1.25 ft density,byJeld•Wen/am 2 4 2 4 2 4 1C Pwre(Consuugl m. Trio acfve aW&w&v panels Sae from 24 GA ( F BOLT ITEM 12 (0.021•ndn)g tbW sfoA The kw alweta at top and bofan aro bent80°over Me Bop andboSm rake.Tris top raff ara�wea 1.0"f�t x 1.889•wkl0.The steal S/A/GLA'DUTSWIA/C UMT/ JlWBLA;oOTS87A't: UB1T(x%1 z haNDm r0meae�m l21'high x 1.998•wAla The des of fte face sheets aremy SCALA f/8" =f'—t7" SC/LA 1/7" =1'-0" a Log famW kdo Ore h*h and�sNea wf h rr me 1.00'hlgh x 1.Wr wMe.The U) (405 udedwcavny wed wB1t expanded petystyrene Tha tae sheets are gkred to dte expandmd pm)Wy na The panels are ad m or Me bw- ODL Akltmu um X IX ADEN fame.Unb areglazed with tempered Arad/amftatedunparx l"IG.On FROM THE EXTERIOR SIDE double dos epplaoMm the buffs a doom Nfad w m an exuu*d akonfxrm c of 8083 73a6o1 mwul6G0w by Endure. TABLE I t&%W PRESSURE RATIM Fmnm Conafilcfon: The frames are wed of frtger�udeatputeJemba � meawft 4-.W18"x 1.114".The heaal)ar t are morbeci and buf ffikW to PROMMIN FOR WATER NOTES: Ow ado Jamba,and shed with free(8)16GA 7116*crow x 2"latg INFILTRATION O REQ 1 - ALL VIEWS FROM EXTERIOR. es on�SWe,The faeshhold M a f0 the&Vo*ft Wh POSMVE wpm 2 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN Nese(3) 1SGA 7/16'crown x 2 bM on�h awe 1�A� -eo o PSF MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. Gfft ODL uteularad bte is1"overa8 flk;kness Consb tg al one ry) 3 - FOR VERTICAL MICHOR IN 1 X B s IN pane of 0.125'ton pored9k-,,OXair sMw.,Iwo(2)Penn of0.125' TABLE OFC MASONRY/CONCRETE. SEE � 4 ��LS. to a annealed wfh.0W PVB hdedayerby Sol W.A8 Nes are sa ai gl unto ftepertelsSHEET 9 DESCRIPTION •• 'PD�� tmm.6118113 azed . 1 TYPICALELEVATroNS _ 7 swmAS NOTED 2 VERTICAL CROSS SECTION 8 BILL OF MATERIAL * . '* plat I 1Q EAG 3 HORIZONTAL CROSS SECTIONS "0 T Q 4 OPTIONAL 1 X BUCK IN MASONRY/CONCRETE CROSS SECTIONS cwt�� _ �� tel HOP340 LOCATIONS 8 tX>wBPONENTDEI'AI Dlgh�ysignedbyttmmeiF.NOMMP.E. JW0509-03 7 UNRCOMPONENTS ate 201542011:1404-WW t'ePa !ee29M %4mr 1 *F 7 �---1. MIN. --- 1' MIN.—• Item DESCRIPTION Material 1- i- �� ;o- Q 1• 1ME AW Q 1 4 x 4PINE HF-AD mm f i 7/4-x 4 16 P9 MIN. MIN. t9 w MIN. 1' MIN. 4 x 4 HINGE 12GA MINSTEEL c ? 4 STEEL loan. ti 19 35 10 PHI WITH 1 1 d 0''w GLASS •I • 20 6 10 X 2 PHB.UPS FUTHEAO c m oleo• MI�W. i • SH Ik 2 7 X 3 PHILLIPS MTEHEAD W000 SCI�MI m2 20 9 7H y9VY1 STEEL n0 OD Go7-- 1t UM may:1 4, MAX. 2 i2 6 18 x i v/ •AILEE • 13 ASTRAGAL BOLT STRWE PLATE LOCATED STEEL•• 9HIfi1 THK. �� ON HEAD JAMB28 DETAIL�A 1 18 7 t am x T I=SlAw STEEL• ••• • •• ••• SHT. 7 1KWMET LOCK 400 a' E e u • • Z8 16 KWO(W DE40MT SERIES 780 STEEL .9 • ••• 9000 •• 28 1 UL8MAIE E MWUM SM• • 0000 1 • g o''..»%c;•.. 28T8--ASVWAL •• ••• ;._Y r: to 2x WOOD BUCK WOOD • • • 000• r:; 21 1 34 9 ; SHAH •0 ••• • 00 ••i• r to :`" 2! 21 DOW 9kaASSJ�Byg AIYTSILICONE • • i •• 4 J x 000000 t�••••0 • 21 21 i nop 0000 � � TOP pETAIL G 13 oD SHT. 6 SEE 28 DtPDiIiY I7EII81lT ETAIL G 23 w D mvmEuJl SHT. 6 29A- CO211Wf TTWJLam &O o a 22 2331 2 1 � u�i 24 22 x 2 FLATHEAD m WOOD S-CWW— .3416TH 12F MR wwwff STEMp xg m a 24 35 1x WOOD ao 2 m WN n 21 21 n 30 :r •4':. 21 n 21 21 NOTES: 28 r rte'. W 30 i J_y "' K; 21 [D FOR TAPCON MASONRY AND WOOD SCREW ANCHOR 00 rn ,. '''`� }'.:. SPACING (ITEMS 05 & 034), SEE SHEET 5. FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN 0 27 ,i«rya'.- 28 MASONRY CONCRETE. SEE SHEET 4 FOR r•S'•}'' 27 L�;vi-t>';�=:. 29 / 0 DETAILS. cj OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW 11 '-'•"'"" ' SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 5 1 t EMBEDMENT IS ACHIEVED. .t 1 1 34 11111111N/j 1 1/2- MIN. EMB. �� ESF. �z f 9 :r'• ••'Po�� MR:6 18 13 7 SAS NOTED aim * . ? � careen EAG 1- MIN. 1' MIN.— -� •o I ax.imS. SAFTEU MIN. MIN Oman No- 3 Amer= a \ YBRTICAL CJi�SS SBC7lOAT P. �� JW0509-03 A'OOD la'RA W INSTALLATION SCAW V =f-O" 2 CONCR87'B INSTALLATION SCALA' 6- �1'-O" rsNe � sera =V_3._QF_L_ 1 J4 1 1/4- 1.Em. I--,-MIN. ,•MIN. r'/4-MAItoo 1'MIN. i ,. SHIM MIN. 1• SEE DETAIL A18 28 29 C ap o v MIN. SHEET 7 010 O M N 22 AO !aNDN d Q g 30 21 SEE 0 0o m DETAIL 0 •Y 33 23 SHT. 8 ► mad•V 1• OJTeusu� • •• ,' MIN. u- t/4'NAM. 20 • •SHIM THK. :a'`GFl.%,t�.•3 1 �"t7 m a W • • • SEEI. • 33 jfy'.rt:fA; `d 'I m •.• • SHTO 7 26 25 21Y • • •••.•• /-m\ L CROSS SX^J70X alp 24 •' 4 OPBRIT/AC OMT f8 bT/CA32 ••• • 1 f4 • 9 �., OPrIOX AY XASOXRT/BDXCRSPIP •. • •. •• `,�; 21 (SCALC 6- MN.t9N8 a 0 • °. _ • . . 21 21 ' SIUM 1 O a�1 :.. : ... .. �7 v _ SEE ••• • • •• 0E•.�ye s°�HT g 21 30 � 9 •• �`• •• j n 31 • •••• » 24 NIf Sey.ayt:p�,j is F '.°i'*? WKI k do � p n 21 21 11/4- 21 4 �U 3 20 34 1 28 \IS19 20 ^ ��-"AL CROSS s�rmX asp g ? 1 2 31 1:i OPZRATAVI.UMT 18 A 28 OPPIOX AN XASOKI�'/�XCRSlB Fi3.;r:.i a RMRTA7AVSSR�171I ZMTA7A"r )MR)PJTBSROIX MN. ,-„ ua(scim B"-r-e-) 11 i to 1 34 1.18N. <' - 8 vv e NI •r Q v \\\ ED III TMOOM MASOEW AND MOOD S1:RE1V ANOW SPACING(BENS 15&/34j.SEE n SEE DUAL A SNEET& -I 1'MN. 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( r-,1•-,r) OPTIONAL MASONRY/C CRETE INSTALL uauNas Neo ' �` JW0509-03 rir CROSS SECTION OF H A OR JAMB X11, OTHERS ` SHEET 4 oF� SEE DETAIL B 2 2 SHEET 6 0 SEE DETAIL BAa ■ SHEET 5 a u>o SEE DETAIL A 1 SEE DETAIL B -' 'd m SHEET 5 p m COO"a m � �6p� �$• SHEET 6 m 6" � � 12 i/2"TYP. $'---{ �� a o �tO t f 1 1 1 143 43 • • WW f %(OE x • • ••i• • in In 5 5 9sn�IL • •••• • • • n Typ SEE DETAIL n "\� !M n LL • • • • •••• • 0•0•0•0• •• ••• �� •i0•00TYR 0• — 8 3 B Mao W $� YA E 0••• • to • a •�••• � A •1• • •0 •••• • 0000 000 • ••• 0M �••• (D I—.- � •0•• • • • • «i•••• _ _ • M 5 TYP. � 0000 • •• • • •••• 5 typ• • �( • • • • mem S • • •• 000000 ••• • t �} 2O • t 1 1 1 1SEE a> 0000 II , �-37 1/2' $' SHEET DET5AIL A 6" h'-"--'h-12 1/2' TYP. $"--{ SEE DETAIL A 74" SHEET 5 ftT, 40 us ALL DOOR r MEMit f8 J 4 111 SEE DETAIL E SHEET ?r c N yp� 2 i� SlAVLE U�(%J ani _UMT A f0_�Y,S DOUBLE U 2 a, . 1 1 a SCAM Ile -ICF F. 11 Am . We 6 18 13 SAS NOTEDvcmwS. SAFFELL14 : � 1a:JW0509-03 SCALB 3" =f 0" SCAI.S 3" =1'-0" Fm sw�r 5 of 7 4 9/18" ANCHOR ® EXTERIOR SIDE 3/4,� 4. 2 EXTEBIO 13 7 34 2 o m m� 8 5/8 p> w c 3 1/2» 2 O O O m 0;9, O O 33 Ar EMS 4 • 3334 + a o°o m w INTERI J f 3 5 1/2' 0 5 1/2° 17 A r- m Ln • 2 Ai PE :00041: • *:so • 4 REfANE/R8 BOL OGLE j��") E LL : • THRU FRAME/MASONRY 33 34 3 16 000041 6 x 1-3/8' DEEP 0000 • • • • • ••• •• DETAIL B AETAJL C AdTAIL D 0000,00 ••d?&Ti1IL A —BIAtG�XQDNTIAC DRTi�/1 TRRwwLT STAW P ATE FOR E d SM"PLATES TO JAMBS ' S Ld Ld 000 • s 00: •••••12CAW, 3" =t'—D" SCALER 3" =f'—O^ SCALM 3/8" IMF SCALE: 3,V- 0 0: •••• • 0000 0000 • • 0••• 0000oft 0000 • ° • • • 0000•• � • 1° a 0000 • •• •• 0000•• �a • • • • • • • • •• ° 9000 • 0000 0 • ° zo • • a� 4 ••e• 17 ° DRILL 3/8' ASTRAGAL RETANER BOLT HOLE a 9 THRU THRESHOLD/MASONRY x 1-3/8' DEEP ° ° 1/2' x 1/4' CU-0 SPAR aD ° y m � o 4 30 1/8'TEMPERED GLASS J ® ° ° d T'r :t'+ / 1/2'AIR DACE14 0.090"Pvs 8i °l m BY i 8 � ^ soLural � c it 5/8" 0 21 ° BITE 1/8'ANNEALED DETAIL E AET L F— TRAC B L C — O L � � p N� ASTJ��AL 'jam`1N R STRJ%S PLATE FOR J•1. _F_ E1VER SPA JL/SE PPB AS C �Ih�DE7' 1L ISU.ATED SCALA 3" =1'—t1" SCALIK NTS SCALE 8" =1'-0" 1�r:r• .O�G WE.6/18/1-3 SEAS NOTED EAC cm MS. SAIFFEU am""rxu: JW0509-03 vie 1sr leb sere OW B a'_ 4" 0 L 4 9/16`---{ Ik 9116 0 co co i•••• i•_` �••�•��••�1Ire-1Y�' 71a �IXLl N / COMNPRBSSIOX WEATv'o aLLm,� yvNaLLoA FF-4 9116- 2 3/16" 4-1176- (Mm) O •• aSE SCw. or =f-O" &/ RLGE."FW =f C-0J QDS-650 6BR=1- Pv SCALE 6- -1'-0" •• 62 1/2-10i•i••i 1 13/16" , •i•• • �• • •• •• 1 1/4" �O ••• • • •• •.•«•• M 11/16- • ® • ao • I cy r , a m 11/16- U u u • • • • • z�,--�1 11/16- •••• • •••• • • 5/18" • • Goes 31 TOP RAIL(LVL a C XINCB STILE'�VL) p! 13 17 5 - 32 LATCX sTrLB LVL 270015 SCALTs.' s- =1'-0- SCALE 8" =1-0" SCALE' s- A>'-o- SCALE s" =f'-o" SCALA 6- =1'-0- 2 112- _ I I 13/4" ,+- 1 Z -00 ro i 0 ® to W Q n ul iBOLTTRAGAL T.- C/RSTRBL ROD ASTRAGAL SILL ODL ALLEN FRAAfL�'c a >'L clrffl�. 30 scats:• s 63�-0- {{{11111ffff� N 3/16- C-SINK. OTE � ES F. -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2- MIN. EMBEDMENT ��,r ••'• '•'PO's We 6114113 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 8c JAMBS. —AS NOTED 2-USE #6 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. * . *: ft EAG 3-USE 3/16- ITW TAPCON ANCHOR W/ 1 1/4- MIN. EMBED. SAFFEU ;• WHEN INSTALLING INTO CONCREIVMASONRY SUBSTRATE AT SIDELITE SILLS. � �''1/141 .`` fAdt no.: DETAIL A - CWAWXRS"DRfAIL �' �� JW0509-03 SCAL& 1/4- awre 7 al 7 398 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 JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report No. 3392 Current Florida Building Code 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: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 0111111111111 es Prepared by: `�,��Q-..,.,••. ., �� Hermes Norero, P.E. Florida Professional Engineer#73778 7 •• ••; :E te'Q1/26/2015 : -o .. . . . . TT rr .. .. ... .. . . . btents' �i �'••......•••'' �` �� Evaluation Report Pages 1—5 ��i�`sS'/ANAL E� ti%%% ON �•� Digitally,signed by Hermes F.Norero,P.E. HertrM 9S'rer • ' ' ' Reason:lam approving this document rero,P.E. ••; ; . .• ; : . . . • Florida No.73778 •• ••• Di;g:iQ15.02.0911:15:53-05'00' ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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" Scope: This is a Product Evaluation Report issued by Hermes Norero,P.E.(FL#73778)for JELD-WEN Inc. based on Method 1a of the State of Florida Product Approval,Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes Norero,P.E.does not have nor will acquire financial interest in the company 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 current Florida Building Code. See Installation Instructions JW0509-03,signed and sealed by Hermes Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida 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 JWOS09-03 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions JWOS09-03 for size and design pressure limitations. • •• • • • • ••• • • ••• ••• • • • . . . . . . . Hermes Norero,P.E. •• • • • • • • • • • Florida No.73778 • •• • • • • • • • •• • • • ••• • Page 2 of 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUILDING DROPS Gate: 01/26/2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#:NCTL-210-3195-1, Report Date:01/08/2013 Report M SJW2011-070, Report Date:06/03/2011 2. Quality Assurance National Accreditation and Management institute (FBC Organization#QUA1789) 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 S. 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 Or • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• 0 • BUILDING DROPS 015 A Perfect Solution in Every Drop Date: O 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 been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate,use#10 Wood Screw type Installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(JW0509.03)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF •• •�: • • getil►e• 60 PSF 0 00 • • • • • • • • 000 000 0 • . • 0 0 • • . . Hermes Norero,P.E. • • . • • •• • ` • • • ` Florida No.73778 • •• • • • • • • • so • ` • •• ' Page 4 of 4 Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• ••