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WS-16-1257 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-262959 Permit Number: WS-5-16-1257 Scheduled Inspection Date: July 25,2016 Permit Type: WindoWsJShutters Inspector: Mesa,Michel Inspection Type: Final Owner: OSTROWSKI, NICHOLAS Work Classification: Door Replacement Job Address:185 NE 107 Street Miami Shores,FL 33161-7031 Phone Number Parcel Number 1121360070320 Project: <NONE> Contractor: J&G CARPENTRY INC Phone:(561)333.5042 Building Department Comments CHANGE OUT DOOR. NO SIZE CHANGE. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-258563.7-11-16 left tag at door at 1145am, no plans, no permit, no access. jw'e' Failed Correction Needed Re-inspection a Fee No Additional Inspections can be scheduled until n-inspection fee is paid. S_ July 22,2016 For Inspections please call: (305)762-4949 Page 17 of 39 re A & A DESIGN GROUP, INC. Phone: 561-706-5161 coNsL7LTI\'c EN'GINT-FRS Email: aadesigngroup 10(a),yahoo.com 22636 Blue Fin Trail,Boca Raton,FL 3 28 July 9, 2016 - Building Official City of Miami Shores Building Department Re: 1460 N.E. 101 Street,Miami Shores, FL 33138 Dear Building Official: Please be advised we have inspected the exterior wood deck and exterior wood finishing. We find all work to be in accordance with the specifications and general design intent. Please accept this letter as our special inspector certification for this inspection. If you should have any further questions please feel free to contact us at the above number. Sincerely, A&A DESIGN GROUP, INC. Consulting Engineers Certificate of Authorization# 25 7 I'z R za Jdan, PE Florida Professional Engineer# 60223 i I i Miami Shores Village if 1mit Tj`p�9��lBdi ��fiut'teis 10050 N.E.2nd Avenue NE Miami Shores,FL 33138 0000 tNtlrc i ss�oa"O# (�i Ocernent Phone: (305)795-2204 ft; tus:APF�Ft0VF_0 fiCOR'Wp' `I fss re :5124/20161 Expiration: 11f 12016 Project Address Parcel Number Applicant 185 NE 107 Street 1121360070320 m Miami Shores, FL 33161-7031 Block: Lot: NICHOLAS OSTROWSKI Owner Information Address Phone Cell NICHOLAS OSTROWSKI 5700 COLLINS Avenue Miami Beach FL 33140- 5700 COLLINS Avenue Miami Beach FL 33140- Contractor(s) Phone Cell Phone Valuation: $ 1,051.45 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: 0 Type of Work:CHANGE OUT DOOR.NO SIZE CHANGE. Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-5-16-59723 DBPR Fee $2.00 DCA Fee $2.00 05/24/2016 Check#:22292 $76.20 $50.00 Education Surcharge $0.40 05/10/2016 Check#:22218 $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 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 responsibili all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, LAICAL, INDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIf7A rtify that t e fore mg information is accurate and that all work will be done in compliance with all applicable laws regulating constructio zon' F tl1ermor ze the above-named contractor to do the work stated. May 24, 2016 Aut ed Signature: wner / Applicant / Contractor / Agent Date Build'ng Department Copy May 24,2016 1 jViEW APPS ) Irks Miami Shores Villager ' Building Department MA ° N'b 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 Lq BUILDING Master Permit No.�,� ` I PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL I ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City Miami Shores County Miami Dade Folio/Parcel#: l (-• ad 3L -007• n 3 a-O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 0 1 c ki O Las Q�d COLo's-K._.t Phone#: 3 O S--7V aL • Address: `C)`:j S 1 City: M\0.1M�® �� I-e S State: F(— Zip: 3l Cp Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 1 ctI- '�. ?�+ Phone#: V0 Address: '�Ci ` b Q'T Q _ City: ',)Q r L C-C1 f'1 QState: -f Zip: ` 1 Qualifier Name: Z )( 1— Y-,AC- _'5� y t Phone#: State Certification or Registration#: 0 s r t Certificate of Competency DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ I S/• S Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 0__ CTt Specify color of color thru tile: Submittal Fee 9 v v Permit Fee$ ( ®` CCF$ co/cc$ Scanning Fee$ Radon Fee$ `� c IDBPR$ C ° Notary$ Technology Fee$ ) • 6 ® 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, I 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." J. 'i Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ,?,t7j --- -bc-"-s Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this da of r t l .20 t .by �_day of 9::;) P 20 1 ,by /(; 0 �who is personally known to �,j Q V-" ho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Gll�o. Sign: �- G Print: I Print: Ol1NF��D89 ELIZABETH RUCK � ...., taY c 1z,zoao Seal: ` t Seal: a sem •{ }•t MY COMMISSION#FF153822 *� Q etNo EXPIRES August 24,2018 T��r.r"� 407)a9�01 dJ FWft Cam #M9ih sk9�is�R&�R ek M�k#k�k�k�►&K��FiR#i +lR R+kB A► +k�M�k�k#�R�R�k�k+F9��k+k�k Ne+b�F tl�Bk*&R�k�k Mwk+k�k&�k�A R kBi�P tl�k R 6��►+k�kBM+k�kB�k k�l��k kBRk�kO8b8�A�l��k 9��RM4#b�U APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) u` Page 1 of 5 NO. 6322-341650 SPECIAL SERVICES CUSTOMER INVOICE ----------------------------------------------------- i Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM41-I MIAMI, FL 33181 Reviewer: Name Home Phone • OSTROWSKI AMY (305) 742-4882 REPRINT Address 185 NE 107TH ST Work Phone Company Name • c'� MIAMI SHORES JobCescrpton DOORS 2016-03-16 09:03 state FL Zip 33161 county MIAMIDADE INSTALLER DELIVERY #1 MERCHANDISE AND SERVICE SUMMARY sWe the odrtoc stomers9httolimitthequantitiesofinerchandise REF# 101 STOCK MERCHANDISE TO BE DELIVERED: REF# SKU QTY UM DESCRIPTION PI TAX P FAEXTENSION R02 0000-155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD A o $5.47 $16.41 R03 0000-252-677 21.00 LF 1-1/4X2 PFJ WM180 BRICK $1.63 $34.23 R04 0000-526-849 3.00 EA 11/16 X2-1/4X7' PFJ WM327 CAS LEG N $5.60 $16.80 R06 0000-927-294 1.00 EA 36X80 RH PREM 6 PANEL OS NBM69 A N $207.00 $207.00 ® ® $274.44 DELIVERY INFORMATION: I DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION#101 AT TIME OF INSTAL INSTALLATION #1 REF# 101 ESTIMATED EGIN DATE: 03/15/2016 ESTIMATED INSTALL END DATE: 04/14/2016 MERCHANDISE TO BE INSTALLED: REF# SKU QTY UM DESCRIPTION R02 0000-155-400 3.00 -8FT PT WEATHERSHIELD R03 0000-252-677 2 1-1/4 X2 PFJ WM180 BRICK comnNUED ON NEXT PAGE O Check your current order status online at www.homedepot.com/orderstatus Page 1 of 5 NO. 6322-341650 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE -Continued Last Name: OSTROWSKI Page 2 of 5 NO. 6322-341650 INSTALLATION #1 (Continued) REF#101 R04 0000-526-849 1 3.001 EA 11/16 X2-1/4X7' PFJ WM327 CAS LEG R06 0000-927-294 1 1.001 EA 36X80 RH PREM 6 PANEL OS NBM69 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION I QTY I UM I TAXI PRICE EACH I EXTENSION 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1 1.001 EAJ N 1 $15.00 $15.00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 CUT STUCCO TO FIT 2X6X8 1.00 PA N $150.00 $150.00 2 CUT THE BASE BOARD 1.00 PA N $45.00 $45.00 INSTALLATION SITE NAME OSTROWSKI,AMY INSTALL LABOR CHARGE: $497.00 ADDRESS: 185 NE 107TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33161 CREDIT FOR DEPOSIT/MEASURE: $50.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N ® ® $447.00 PHONE: 305 742-4882 ALTERNATE PHONE: 305 742-4882 INSTALLER SPECIAL INSTRUCTIONS: FL# 14569.6 BASIC INSTALLATION LABOR INCLUDES: *PRE-INSTALLATION JOBSITE INSPECTION EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE *DELIVERY WITHIN 30 MILE RADIUS OF STORE CASING/TRIM IS THE SAME SIZE OR WIDER *REMOVAL OF EXISTING DOOR UNIT *INCLUDE NON-COLORED STUCCO PATCH TO REPAIR MINOR CHIPS *INSTALL NEW SLAB OR PRE-HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR(FOR LARGER *INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS AND STUCCO REPAIR,SEE OPTIONS) CAULKING *PRE-HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS *INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, WITH SIDELIGHTS LOCKSET AND KICK PLATE(IF APPLICABLE)ON NEW DOOR *FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION *ADJUST DOOR TO ENSURE PROPER OPERATION *FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON *DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE AND/OR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR --T--CONTINUED ON NEXT PAGE*** Page 2 of 5 NO. 6322-341650 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE- Continued Last Name: OSTROWSKI Page 3 of 5 NO. 6322-341650 INSTALLATION #1 (Continued) REF#101 *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 SYSTEMSIWIRING 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 END OF INSTALL#1 INSTALLATION #2 REF# 108 ESTIMATED INSTALL BEGIN DATE: 03/15/2016 ESTIMATED INSTALL END DATE: 04/14/2016 CONTINUED ON NEXT PAGE Page 3 of 5 NO. 6322-341650 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE- Continued Last Name: OSTROWSKI Page 4 of 5 NO. 6322-341650 INSTALLATION #2 (Continued) REF#108 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EAJ N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION 1,_- _ DESCRIPTION _ - ___. _ —-- =QT1`__-- K .EXTENSION 7 1 PERMIT FEE/ 330.001 EAJ N 1 $1.00 $330.00 INSTALLATION SITE NAME: I OSTROWSKI, AMY INSTALL LABOR CHARGE: $330.01 ADDRESS: 185 NE 107TH ST TRIP CHARGE:1 $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33161 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N ® ® $330.01 PHONE: 305 742-4882 ALTERNATE PHONE: 305 742-4882 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. 6322-341650 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: OSTROWSKI Page 5 of 5 NO. 6322-341650 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): •' ® ® $1,051.45 A: 90 DAYS DEFAULT POLICY.........................00....00...........0.......00.00.00-00...0....••••; SALES TAX $0.00 TOTAL $1051.45 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-OP-ORDF-R No. Page 5 of 5 NO. 6322-341650 Customer Copy Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/repotVsummary>: OFFICE OF THE PROPERTY APPRABER Summary Report Generated On:3/16/2016 z Property Information Folio: 11-2136-007-0320 185 NE 107 ST Property Address: s n Miami Shores,FL 33161-7031 Owner NICHOLAS P OSTROWSKI � 7 f`�� y� K 185 NE 107 ST Mailing Address � � G MIAMI,FL 33161 USA ali� Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT f � Beds I Baths I Half 3/2/0 Floors a � r Living Units 1 Actual Area 1,594 Sq.Ft Living Area 1,341 Sq.Ft Adjusted Area 1,467 Sq.Ft Taxable Value Information Lot Size 9,300 Sq.Ft 2015 2014 2013 Year Built 1940 County Assessment Information Exemption Value $50,000 $0 $0 Year 2015 2014 2013 Taxable Value $217,362 $206,706 $187,915 Land Value $164,822 $155,872 $88,004 School Board Building Value $102,103 $99,463 $99,463 Exemption Value $25,000 $0 $0 XF Value $437 $442 $44.8 Taxable Value 1 $242,362 $255,777 $187,915 Market Value $267,362 $255,777 $187,915 City Assessed Value $267,362 $206,706 $187,915 Exemption Value $50,000 $0 $0 Taxable Value 1 $217,362 $206,706 $187,915 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $0 $0 Assessment Taxable Value $217,362 $206,706 $187,915 Non-Homestead Cap Reduction $49,071 Homestead Exemption $25,000 Sales Information Second Homestead Exemption 1 $25,0001 Previous Price OR Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Book-Page Board,City,Regional). 11/23/2011 $215,000 27914-0331 Qua[by exam of deed 07/21/2011 $100 27774-4299 Affiliated parties Short Legal Description 02!01/1992 $0 00000-00000 Sales which are disqualified as a 36 52 41 PB 42-33 result of examination of the deed DUNNINGS MIAMI SHORES EXT NO 3 01/01/1987 $75,000 13165-3441 Sales which are qualified LOT 16 BLK 209 LOT SIZE 75.000 X 124 OR 15414-650 0292 4 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 http:/lwww.miamidade.govfiinfo/disclaimer.asp Version: 1 of 1 3/16/2016 9:09 AM t M � I BY- - I 36" X 80" � 0000 • • 0000 x90000 ...... .. . ...... REPLACE DOOR IN 1 OPENING ONLY. •••••• • • • 00.00• 0000 • . • • NEW DOOR TO BE IMPACT RESISTANT- 0 0 •'•••• 0000 • 0 0 0 0 • HURRICANE SHUTTERS NOT REQUIRED. 0 • • 000.0• •.•• xwgg "� / J • • 000000 0000 0000•.000 • • •00.9• • • • • • • • 0000•• 900.0 o • • 00*0• •0900• OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 80 20.00 4 38.2 1 1.6 FL14569.6 66.0 1 -70.0 FRONT ENTRY-LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT � 12 FT 3 IN OSTROWSKI RESIDENCE 185 N.E. 107TH AVENUE DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 06/30/2015-2:48pm gabdals VAPro)ects\_2014-MPS1400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH :5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 4 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa Area(Sq Ft �'`` Roof Tributa Area Ft) 1. TABLES ARE INTENDED TO pePrCl- ORST CASE'PRESSURES.'WORST CASE'IS Height - I ht DEFINED AS THE CRITigAL'{iOAI,DITION�OT IV7_17NIiN WN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 _ ��V15F-739_377 �g 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO�DITIONS$�QUIRE'FOR U9 THESE TABLES. -43.4 -42. -41.6 -41.1 -40.6 .2(�39 8 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID ONLY0 -81jIkDI'f�GSpFM ROOF HEIGHT AS LIMITED ABOVE. je __ 0-15ft 3 TABLESVALID F R�L RQOF- ES"&'SWP APPLICABLE REDUCTIONS FOR ROOF SLOPES +40.1 +39. +38.2 37.7 +37.2 +6.8:,�r31i4-X5i9i ! +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.95 THAN SO°SHAIQL�BSP FORMED BY`A1N'EIyGINEER AS A SITE SPECIFIC CONDITION. 16 ft �'0 43.0 41.6 4L1 "�7j X444 x-91 39f8 t� 16 ft 54.4 -52.2 -50.7 X19.5 48.6 47J 47.0 -46.4 -45.9 4.IDENTIFY THE BUXLQING MEAN,(AVERgGE)RQOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37 7 +3p'.3--+36-9L�t36.6 +36.4"�, +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36A CANNOT BE IDENTI ED fUSE'IZ.IE PEAK R00(V;�NEIGF,IT. 17 ft '6 -43.5 -42.8 -42.7 -41.7 -41.3'X4494-;=40 6-_ `''X17 ft -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 LWAYS ROUND 6.CALCULATE THE TR B TRIBUTARY -0F OT,HE OPENING NLE ALUE OR QUESTION(HEIGHT*WIDTH)OR ON. +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4'+37��:�+ 6.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MOCTIP,�ED'BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41A -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 1+39.11+38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft 19 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +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 +38A +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4, >SQ:6'-49.8.. -49.2 -48.6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL C 21ft 21ft '.39-9- I--�_„ MUNICIPALITY IN ACCORDANCE WITH CODE. D +43.0 +41.9 1+41.11+40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +4,0�_ :'9`'+39;5 1+39:1 +-3 ; +38.5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A x- 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.6 -58.1 -55.8 -54.2 -5 P.01;-5 A`_ 5p:3 ✓' .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. p 22ft 22ft '._- ' O +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 +40.8'_. #39.9 4+9:5%' 9.2 +38.9 GENERAL NOTES' z 23 ft 47'5 46.4 45.6 44.9 44.4 44.0 43.6 43.3 43.0 23 ft 58.7 -56.4 -54.7 -5 .5II=32, 5 -50:8 0.1 49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN < +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4Lyil 40:�+403 +3%} ;+3 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 46.8 46.0 45.3 44.8 44.4 44.0 43.6 43.3 -59.2 -56.9 -55.2 -53:9 9'•- �0C_ -51!2=50:6' -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44,2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41 014='JM0.2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND -I EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY = -48.4 47.2 46A 45.7 45.2 44.7 44.4 44.0 43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 0 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE D WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 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 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR rn +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. a 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 44.4 -60.7 -583 -56.6 -553 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY TTT 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 27 ft +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. O USE OF THESE TABLES AND CORRESRONDING WIND VELOCITY,EXPOSURE,AND OWER 49.5 483 47.5 46.8 463 45.8 45.4 -45:1744.$., -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 Z 28ft Sft COEFFICIENTS LISTEp1iEREIN$HAIl BE DZCFA ND VERIFIED BY THE GOVERNING rn +45.7 +44.5 +43.6 +43.0 +42.4 +42:-- 6 -+312 +4019- ->P +45J +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +412 +40.9 BUILDING DEPARTMENT,kND-PERM HOLDER-NFEl FOR APPLICABILITY OF TABLE riT 49.9 48.7 47.8 47.2 46.6 4 .2' -.4�8 45 --451 Y -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -533 -52.6 -52.0 VALUE USE IS OFFERED REI .�` �29ft +46.0 +44.8 +43.9 +433 +42.7 +42.3,-+91.9 +415 +412, 29 ft +46.0 +44,8 +43.9 +433 +42.7 +423 +41.9 +41.5 +41.2 5.THIS SPECIFICA1'(�0 ISt'NOT=1 _NRED�TO ANY PRODUCT APPROVED Z _ CERTIFICATION. REBFR TO�}TIY-SEPARA"1'ELl^S�I 'TED TEST CRITERIA AND OTHER O -50.3 49.0 48.2 47.5 47.0 46.5' -<46.1_� ,5 7 455 4 4•A -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DESSSSSS'''"'fGN=&.,INSTA7TATIOiaNFOttMATION AND APPLICABILITY OF THESE TABLE 30 ft "�� - 7' -. 30 ft VALUES WHICH IS TQ B VERIFIED,BY OTHERS.IMACCORDANCE WITH GOVERNING CODES. +46.3 +45.1 +44.3 +43.6 +43.0 +w�,6 +42 2_+418 +q1,5 \ +463 +45.1 +443 +43.6 +43.0 +42.6 +42.2 +41.8 +415 6.ADHERE TO ALL LQC'AL=IMeACT.PROTIECJ'LONwSY�SgTEM ORDINANCES. 32 ft -51.0 49.7 48.8 48.2 47.6 -4.�' 4._.. '46 4 �4q,O- 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATION`IS�FFEI EID,FOR,7HE INTEGRITY OF THE HOST STRUCTURE. 1- +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.0 442��4 %i 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PROV E H EIN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 49.8 49.1 48.5 48.0 -47.6 47.2 46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53A -52.1 -51.2 -50.5 49.9 49.4 49.0 -48.6 48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44,1 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -54'8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 49.8 49.5 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 SAVE HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ;CE H ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -6.0.7 -59.8 -59.0 -58.3 HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 ft +51.6 +50.2 +49.3 +48.5 +47.9 41. 6. • • •• 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 061.9 -61.0 -6" -69.59 • •+52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +� +4•/ 7. +7. •• • �58.2 -56.8 -55.8 -55.0 -54.3 .53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 Ill 961.! -6103 -6%5 • ••• TION a 50 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 6oft +53.6 +52.2 +51.2 +50.4 1+49.8 +49.3 +48.8 +48.4 +48.01 WALL ZONE FIGURES m o REMARKS DRWN CHKD DATE *+ o INR ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA•�il�IE.DII �•OD�•, E�NvG�I®NcEERING o 0 0� in 3 m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 • • • • • G/��ESS® z c, REV 2014 FBC DGM TSB 06/10/15 o• • 0 0 0• • •i • W a r- ASCE 7-10•CER HAPT30 • • ••• • CORPORATE OFFICE: z ' 160 SW 12th AVENUE, SUITE 106 �. C) tOz DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 D Z MASTER PLAN SHEET fn OCm z O THIS DOCUMENT IS THE PROPERTY OFENGWEERWGEXPRESS, P:(954)354-0660 F:(954)354-0443 z N p Q AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT • • • CERT OF AUTH#9885 z O �s WRITIENCONSENTOFENGINEERINGDNRESSALTERATIONS, �S E �� 0 • •• • • • E:HELLO@ENGINEERINGD(PRESS.COM -0 ADDITIONS.OR OTHER MARKINGS TO THIS DOCUMENT ARENDT J L • • • • • • • • • in PERMITTED AND INVALIDATE OUR CERTIFICATION. • • •• • • • •• •• ENGINEERINGEXPRESS.COM \ I f Florida Building Code Online -a 11_r s a BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBc Staff BCIS Site Map Links Search Business "�Product --� Professional 4: o')'USER:Public User ApprOVal > or 411, 1 er.,n .,::h>r ui 3.or _:>Application Detail FL# FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived •••• • • 0000 0000•• Product Manufacturer JELD-WEN • • • • 0.0.00 60 • 0000•• Address/Phone/Email 3737 Lakeport Blvd 000;0• • • • Klamath Falls,OR 97601 ••••.• (800) 535-3936 ••"'• 000000 ' ' fbcl@jeld-wen.com *000 • 00000 00.00• 0000 00.66 •• •• 0000 6 Authorized Signature Kaed •66 e McLaughlin • fbcl@'eld-wen.com """ • •6 • • • • • •6.66• Technical Representative JELD-WEN Corporate Customer SeAtIge•6 •0 0 0• ••6.0 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 http:'www.floridabuilding.org,pr pr_app_dtl.aspx?paramwGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# Model,Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door,Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL1.4569 R7 C CAC NIO06255-R7 Certificated 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 FL 14569 R7 II JW0509-03 Installation Vii_ t instructions as stated on drawing 3W0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports • • FL14569 R7 AE PER31)2, � •••• ••••�• Created by Independent Shird Party: • • 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing, 0WImm 6'-8" • • • - .... _.___.. - •••• • Limits of Use Certification Agency art'#icate :•••:• 0 Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO'MtS5.02-R3°Certificate. •:••, Approved for use outside HVHZ:Yes Quality Assurance Confratb Expiration Date ••••• Impact Resistant:Yes 06/30/2019 •• •. •0000 •.•••• Design Pressure: +60/-65 Installation Instructlgry%• • •° Other: F 4•1mtallat10r1.Ddf • Verified By: Hermes Nerero 73 78 %06:6 "�"• Created by Independej Thad Party:Yes • • Evaluation Reports ' •• • •••• • • F1_14569 R7 AE PER3393.pdf ° • • Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door,Outswing, 6'-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL14569 R7 C CAC NI006254-R5 Certifi(We,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL1.1569 R7 II J11✓0509-01 SS 2015-07-02.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.uddf Created by Independent Third Party: Yes ------------ 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sldelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAG NI011062 1\11011O62.01 Certificate.od! Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: FL14569 R7 11 I03Installation,pdf Verified By: Hermes N rero 73778 Created by Independe t Third Party:Yes Evaluation Reports FL14569 R7 AE PER3321.ud Created by Independelnt 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 N1O11061-R1 Certificate L)dt http: %r-"-Nc.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg°/u2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/20159:43:09AMI Florida Building Code Online Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL1_4.569 R7 11 3W072012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.pdf Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 6'-8" Limits of Use ,Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 A N101108 -R1 ifi a .w s Approved for use outside HVHZ:Yes ;Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation udf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports I. FL14569 R7 AE PER3398.pdf . Created by Independent Third Party:Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing,w or w/o,it i e ites, 11'll x 8-0" Limits of Use Certification Agency C,Prtifigate • • • • Approved for use in HVHZ:Yes FL14569 R7 C CAC Na01).d9j:R1-NI011096 i)1- • Approved for use outside HVHZ:Yes R1 Certificate pdf . .'. '• Impact Resistant:Yes Quality Assurance Cot?&ACf ExpiratiM Date 000006 Design Pressure: N/A 08/31/2019 •••+•• • • • Other: Installation Instructiorys... • + ;""; FL14569 R7 II S-2105.1 .i�d1• •••••• Verified By: Hermes Norero 73778 •�: •• Created by Independent I jifi3 tarty: YA •. Evaluation Reports •• •• 0000 •••••• FL14569 R7 AE PER34jiP_*"• • •� Created by Independent Th?d tarty: Yes . •.••:• • • • Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The smalls 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 berg_. Product Approval Accepts: W El .rcuritc; i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDquxTVBjriReYg%2fDEHWIXNZWlDGuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] NOTICE:O,f PIt.QUi4CT CERTIFICATION . . . . . . . . . . ceanr�c • . • ncc��o��b Company: iELb-it:1 &•erior Do•ors Certification No.: NIOI 1082-RI 3737 Lakesport Drive Certification Date: 05/01/2012 X x ,•JgMtath&11s,1QR 97V01.0. Expiration Date: 08/31/2019 • . . . • . Revision Date: 05/05/2015 Product: f>Aergy gavei,7Con-to'ur"'•opaque Wood-Edge Steel Door w/or w/o Sidelite(wood frame) Specification: ''_'AS 201/2021203.44 .. . .•• . . . • .. . The"Notice of Product Certification"is only valid if th%Z^?Ol l.0 Agigieltion a bel plhs been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at w®®oi.Nan'icet•tific°ation.cortt. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& X O/S Opaque 3'2"x 6'10" +66/-70 10.0 psf Yes CTLA-696W Max Panel Size:3'0'*x 6'8" Single Installation Details:S-2104(1-8) Bub qu - 0§1 - Max Panel Size:3'0'*x 6'8" Single w/Sidelites Sidelite-Glazed Sidelite-No Sidelite DLO:6"x 5'3"11/8"Tempered Glass) Installation Details:S-2104(1-8) OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Single w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Double Installation Details:S-2104(1-8) OXXO O/S Doors-Opaque 8'1 1"x 6'l 0" +57/-57 8.55 psf Doors-Yes CTLA-696W Max Panel Size:3'6'x 6'8" Double w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) National Accreditation& Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: �',7 �- 74.5"MAX. OA FRAME WIDTH 70.25•M4X. OA. FRAME WIDTH ^- J .,r��vv® Steel .875'T!'P. - --.125" .75° T , 75"MULL. 15.5•MAX. OA. 36.625'MAX. O.A. TYP. iYP. SIDELITE FRAME WIDTH C0NT0URSSTEEL DOOR WOOD EDGE PANEL WIDTH 36'�•OA. 75' if MAX OA. ,I 14'MAX. O.A.iw"OPAQUEOT7TSiiD ompACTOOORUATNTS W/ASTRAL PANEL WIDTH P. if WIDTH PANEL WIDTH WITH&WFTNOLITM0N-1MPACTSFDELOE3 GENERAL NOTES ® ® ® ® I ® ® Q m O r j INACTIVE ACTIVE 6•MAX. Z [c C 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING " 8 0' OA D.L.O. a Q oC4 CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRIW MAX.0* WIDTH VHZ" MAX ZONE"HREQUIREMENTS 2 OOBlXKS BSTOTHERS,A40ST BE ANCHORED PROPERLY TO TRANSFER PEOA TO EL PANEL 63.125" s J.PRODUCT ANCHORS SNALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGHT HEIGHT X. M Y 4 DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERUU.SHALL BE BEYOND WALL 8125 ® 81.25' ® D.C.O. OA DRESSING OR STUCCO. MAX O HEIGHT 4.SEE TABLE 1 ON TMS SHEET FOR DESIGN PRESSURE RATWGS. OA, O O.A. O 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR' Z"ZONES. SEE FRAME FRAME THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMi-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED w o FOR SIDELITES 8.SIDELITES ARE AN OPTION AND CAN BE USED W A SINGLE OR DOUBLE x CONFIGURATION. L SINGLE IMPACT a AJ J 8 UNIT(0X0}W/NON-IMPACT g o tnG 0.625• 2 0.75° 0.625' SIDELITES VIEWED FROM EXfER1OR a a LATED STEEL DOOR fcommon to aNframe cor�tiorwl o DOUBLE OUTSWWG IMPACT UNIT(XX1 i Z w OMPONENTGONSTRUCTIONS: 37.75•MAX. VIEWED FROM EXTERIOR 107"MAX.OA FRAME WIDTH S z .875" 75'MULL 15.5°MAX.OA ,z c2n07 minimum ftdckness,Galranzed Steel A-525 FRAME WIDTH 125 Cd m w •` BAR TIP. SIDELITE FRAME WIDTH commercial quality-AKOQ per ASTM 620 with average minimum yield 36.625'MAX. DA strength Fy(ave.)=24.600 psi. .875°Tip. 36'MAX. OA. PANEL WIDTH 36'MAX. OA 14"MAX OA Core des n•Expanded polystyrene with 1.0 to 1.25 16s./cf dansity,by PANEL WIDTH W/ASTRAGAL PANEL WIDTH PANEL WIDTH o 0 3 d JELD-WEN,INC. The c~il� Door Panel.Construction: active and Tractive panels constructed from 240A(0.020•mm.)galvanized steel. The face sheet tops and bottoms bent 98'over the top and bottom rails. The top LVL rail measures 1.6 6'MAX a wide x 1.042'high. The steel bottom rail is roll formed 0.021'g INACTIVE ACTIVE OA D.L.O. g ' steel measuring 1.67"wide x 1.21'high. The sides of the face sh are 80" 80' % WIDTH roll formed onto the LVL latch stile and Ponderosa Pine hinge stile ich MAX Mo. measure 1.67'x 1.0". Md interior cavity is d with polystyrene. OA OA face sheet$are glued to the polystyrene. PANEL PANEL 63.125° o_v Axed Lite Const.:The sash H constructed from 24G4.(0.020'min.) . nized HEIGHT HEiGliT MqX a$w steel The edges of the face sheet are bent 90•over the POW)- core e e OA and glued to it. The sidefXe panels are routed to receive the ODL Lite 81.25° 81. D.L.O. s Frames or the optional Trinity Light Frames.(See sheet 7 for glazin MAXHEIGHT details.) The lite frames are sealed w/QSD glazing compound on OA O 0 O >< exterior. FRAME E r0 o o France Constmction:The frames are constructed from Ponderosa Pine ja HEIGHT H measuring 1.25'wide x 4.5525'deep. The door and sidehTe headIz wf3 are mortised emu buH joined to t jmrrbs and attached with(3) t •• •• • • • • • o o c�w f l 2'x 7/16'crown vitro slopies. The units use a standard bump face Pe • • • • • 1 g ` $ threshold measuring 4.041°deep x 1.0'high.The thresholds attached to • • •• • • ` 0 0 0 0 the frame with 3 1664.2"x 7116*crown wire stoples. •• : • • • • • DOUBLE OLRSW!N0 IMPACT A •• 000 •t • • • ••J tlllll UNIT(XXOl W1 NON-IMPACT TABLE OF CONTENTS 0.75 0.625' ♦♦♦�� F �l/� SIDELITES VIEWED FROM EXTERIOR ' o SHI DESCRIPDON __ PACT UNIT(X) ♦ wwac�rn+t 1 GENERAL NOTES AND TYPICAL ELEVA7IONS �♦♦l(jT • ••• • ••• • O antE: 9-11-0 1 2 RCROSS SECTIONS AND BILL OF LATERALS ,\ Prepared 8y: suEE: N.T.S. 3 HORIZONTAL CROSS SECTIONS DESIGN 7 • • • • • • -* ; _ typo.By: JWj 4 HORIZONTAL CROSS SECTIONS AND NOTES • • •• • • n . T T (Y cHx Br:S. SWELL 5 ANCHORING LOCATIONS AND DETAILS SWtAE IIOWt IAWI(1 IA(X0 Omr ;6,psi 70•gyf•jally i• •• ••• 6 ANCHORWC LOLAl10NS AND DETAILS W/60 NON-BtPACT StDEiR�S• 7 GLAZING DETAILS -_.. ._v .- signed by Hemees F.Norero,P.E. lj�''n • A: z DR1M7Na 2 8 UNR COMPONENTS +57 psf-57 psf Reason:I am a a z ♦♦ �� DROPS,INC. 5-2104 W/h0 _� SDfilfE3 approving K Phone:954-399-8478 Date:201S.02.1812:44:49 a5'aa' , y xssra Fax:954-744-4736 sHEt;r 1 or B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37 SEE NOTE 4 24 44 26 9 4 52 7 7 15 21 42 34 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHE 4 ON SHT. 4 32 EXTERIQR 4 4538 SEE NOTE 3 1.750"MIN, ON SHT. 4 31 TEN FR10� PANEL THK. 36 17 I )ER OSEE GLAZING R DETAILS,AI36 10 7 �� SEE NOTE 2 23 SHEET 7 // �� 10 SEE NOTE 525 /' \� ON SHT. 4 SEE NOTE 6 29 /// � 25 ONE NOTE415 17 17 1 ON SHT. 4 ` j// �� 29 OSEE N SHE 46 ON SHT. 4 J/ Al SEE DETAIL 5 SEE DETAR. 5 0.750° ON SHEET 5 ON SHEET 5 0.750" SEE GLAZING 39 39 DETAILS, SHEET 7 HORIZONTAL CROSS SECTIOHORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB 4 AT SIDELITE TO HINGE JAMB NOTES: CONCRETE/ SEE NOTE 3 1. SPACING FOR ITEM 126 THE 110 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 4 ON SHT. 3 c AS FOLLOWS: FROM THE TOP DOWN& THE BOTTOM UP: 1.07, 2.5", 4.0", 5.5°, 13.0, 8Y OTHERS]8.0"& 26.0'. n 2. SPACING FOR ITEM 123 THE 18 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING TDP&BOTTOM HORIZONTALLY SIDELITE PANEL.3.0"IN FROM EACH CORNER. 32 36 38 45 47 DETAILS, SHEET 7 ON THE SIDES, VERTICALLY FOR THE SIDELITE PANELS 3.0", 13.0", 26.07, 39.0' 52.0°& 63.0 4' J. SPACING FOR ITEM 131 THE 16GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM P THE 16CA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS EXTERIOR FOLLOWS TOP&80TTOM HORIZONTALLY(fOTHE 3/8"QUARTER ROUND); 1.25"IN FROM EACH CORNER WITH n \ (1) NAIL MID-SPAN. \ ON THE SIDES VERTICALLY(FOR BOTH 3/8"QUARTER ROUND& MULLION CAP)• 1.25"FROM EACH ENO&SIX MORE <. EQUALLY SPACED ON THE FIELD. a n 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM J25,A 18 x 2 1/2"PFH WOOD SCREW. \ 0.]25°MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAAdB AND SIDELfTE JAMB AT THE MULLION USE ITEM#24,A J8 x 2° ° GLASS THK. PFH WOOD SCREW. n \\ 5, SPACING FOR ITEM 125 THE#8 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT•TH&WAUDM, • • 46 • • IS AS FOLLOWS: 6.0°FROM EACH VERTICAL CORNER WITH(4)MORE SCREWS EQUALLY SPACED pN THE FIE • SEE NOTE 2 23 • • • • n• 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM 129 SILICONE CAULK ON THINE IDESI.•: : 6 • • \\ / ON SHT. 4 �HORIZONTAL CROSS SECTION 3/8°QUARTER ROUNDS SECURED WITH ITEM#31 BRAD TRIM NAILS x 3/4"LONG. E TO BUCK LIT • • 975 • • �� 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM#27,A JIO x 2"PFH SCREW ;MEN ATTACHING•• •EDGE DIST MIN. as 29 ON SHT. 4 �� g F.SEE NOTE 6 Al�� 1�I�EELI T THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4°PFH WOOD SCREW. 4 , E B. SPACING FOR ITEM 149 THE 16 x 1 1/2"PANHEAD SCREW(TRINITY LITEFRAME)IS AS FOLLOWS: > SEE DETAIL 5 SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY 3.25° 18.06257, 32.81257, 47.5625°&•g2.6n• • •• , • ON SHEET 5 Z': /-.O Prepred 8y. SIDELITE LITEFRAME TOP&BOTTOM. FROM THE LEFT: ONE(1) SCREW AT 4.4375' • • 41 _* 7 .. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARA ISTI JAMBE• • • • •• • • 0.250°MAX. - USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OFW LLA . ••• • •• • • SHIM T Q a 1A"MIN. % O •.9 P <u 10. USE ITEM®51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INSTALLING INTO : c` EMBED. w i Bone:9 DROPS,INC. MULLIONS. USE ITEM/16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE A7 SIDELITE SILLS. SV�x• �� Phone:954-399-8476 7 a 29578 For 954-744-4738 rw • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 6 • 0.75'MIN. CONCRETE/ 0.75'MIN. CONCRETE/ Of D R1PT MAUA EDGE DISi. / MASONRY 51 EDGE DIST. MASONRY51 1 DOOR STEEL FACE SHEET 24G4. 0.020IMIN. STFEL 1.50* BY OTHERS 1.50" BY 0711ER 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD MIN. MIN. 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD 0.250 EMB• t. q g EMB. 19 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD 5 4'x 4'BUTT HINGE 12 c. BY HAGER S SHIM 20 20 6 #9 X 1"PFH WOOD SCREW HiNGE TO DOOR > m 7 DOOR LATCH S17LE LVL 244 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM Ll F o tH /0.250" �— / / 9 BRAD lRIM NAtI 16GA. X i' FOR MULLION CAP STEEL Z Q C A MAX. // 10 COMPRESSION WEATHERSTRIP FOAM 11 SHIM 32 11 DOOR TOP RAIL LVL W SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOTTOM RAIL STEEL ON SHEET 5 1 ON SHEET 5 13 DOOR HINGE STiL£ FINGER JOINTED PONDEROSA PiNE WOOD g 17 EE NOTE 6 ON 29 31 14 iO x 1 3BLOCK 4'PFH WOOD SCREW STEEL Wj Y d SHT. 4 SEE NOTE 3 0 15 LOCK FINGER JOINTED PONDEROSA PINE WOOD 10 SHT 4 t6 3116-ITW TAPCON ANCHORW t 1 4"MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 1.750"MiN 1.750'MIN. Is NOT USED PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD 20 SHIM 0.25'MAX THK.HIGH DENSITY PLASTIC OR GREATER 17 21 KWIKSET 400 SERIES KNOB STEEL SEE NOTE 2 ON 2 22 KWIKSET TITAN 700 SERIES DEADBOLT NOi SHOWN STEEL SHE 4 38 23 IS x 1 112*PLASCREW(ODL UTE FRAME STEEL ' 45 18 x 2'PFH WOOD SCREW STEEL 4 25 18 x 2 112'PFH WOOD SCREW STEEL 0.125°MIN. 26 tD x 1'PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL GLASS THK. 27 10 x 2'PFH W000 SCREW STEEL 28 MULLION CAP WOOD � �4 INTERIOR N Ri 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE !42 80.0' 80.0" 3O GLAZING COMPOUND OSO BY ODL SILICONE M m m 81.25" 81.25" w co MAX. MAX. MAX. SEE GLAZING MAX 31 BRAD TRIM NAIL 16GA x 314' FOR 318'QUARTER. ROUND. STEEL OA. O.A 32 3 8 QUARTER ROUND S7DEUTE STOP WOOD OA. OA. DETAILS, SHEET FRAME PANEL FRAME 7�. PANEL 33 1 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF g o HEIGHT HEIGHT 34 SCHLAGE KNOB SET F51 STEEL of o a o HEIGHT HEIGHT o o F 35 SCHLAGE DFADBOLi 19360 NOT SHOWN STEEL z" 36 SIDELTTE STEEL FACE SHEET 24CA 0.020'MIN. STEEL STEEL a ;o a SEE NOTE 2 ON 37 37 —11T TEMPERED CLASS BY PPG) GLASS $3 x x 23 38 ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. ^ ' SHT 4 39 PRESSURE TREATED MULLION BAR 3 4 x 4 9115 x 81 114-) P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM 38 41 ASTRAGAL STRIKE PLATE 8Y IMPERIAL STEEL 8 o v 42 YALE KNOB HERITAGE SERIES STEEL f 36 43 YALE OEADBOLT HERITAGE SERIES NOT SHOWN STEEL 17E NOTE 6 ON 17 44 SIDEUTE FRAME HEAD,SILL AND MM(FINGER JOINTED PONDEROSA PINE) WOOD Z SHE 4 29 45 LITE FRAME BY TRINITY FOR 112'I.G.U. POLYPROP. 10 32 46 112-INSULATED TEMPERED CLASS BY TRINITY AMPAC GLASS o 00 o z EE NOTE 8 ON 16 47 LITE FRAME BY TRINITY FOR 1'GLASS POLYPROP. W W W EE NOTE 9 ON 33 SHT. 4 _ 48 1-INSULATED TEMPERED GLASS M TRINHY AMPAC GLASS 512 SH7. 416 S • • 4o LITi FRAME SOREW • 1 1 2 LONG PANHEAD BY TRtNIIY STEEL SEE DETAIL 7 NQ •S • M DOW 1199 SILICONE o 8 12 ON SHEET 5 ON 6 4 10 00 SCREW W1 1.50"MIN.EMBEDMENT STEEL 0 0 0 0 44 \� • 5i I"LATCH ME RATE STEEL 625" \\\ '\��\�. 'Si DDDR UI7CH I)FAD•BDLT STRIKE PLATE STEEL 1.25" '.� onrz: 9-if-01 WIN. • ••• • ••• • • ` Z: g/� O Prepared By: SCALE: N.T.S. 1.25'' •, . CONCRETE FMB. I • i CONQRETEI i i i i • i i 7l �.B': JWJ 2.50 MLN. 1.7i� o'MIN • MASONRY• • • • • •• • • =* ' ' MIN. EDGE DIST MASONRY MiN. EDGE DIST, = q T T F>r Q cwt.er:S. SAFFELL EMB. BY OTHERS •BY®INTERS • • •• • • • ' W 00 0 0 000VERTICAL CROSS SECTION VERTCAL CROSS SECTION '.T .a•u , �'.` BUILDING DROPS,INC. S-2104 WITH HiGH DAM THRESHOLD AT SIDELITE SASH �� Phone:954-399-8478 Fm o.scam For 954-744-4738 S¢Er 2 ov 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 4 25 19 20 4 52 7 1 15 SEE NOTE 7 ON SHT. 4 21 4234 13 6 5 6 3 20 19 27 ON SHT 4 C � a, EXTERIOR EXTERIOR !- 1.750°MIN. �> PANEL. THK. O Z 4 a� �� N MCONCRETE ASONRY/ e BY OTHERS { <4 1 !Ni RIR 1M'ERfOR / a p (ICI 0.75 M 51 10 1 17 17 1 10 51 <a � 0.75"MIN. EDGE DI L SEE DETAIL 5 SEE DETAIL 5 EDGE DIST. o ON SHEET 5 ON SHEET 5 e a ctz g �b ' e < C HORIZONTAL CROSS SECTION ` w 0.250°MAX. RI CROSS SECTION a > n SHIM LATCH JAM TO BUCK HINGE JAMB TO BUCK 0.250'MAX. 19 1.50"MIN, m _ SHIM 1.50°MIN. N CONCRETE EMBED. EMBED. ONKY BY OTHERS SEE NOTE 1 26 o U e ON SHE 4 40 ASTRAGAL THROW BOLTS(2) TOTAL; (i EACH) 17 15 1 7 40 52 7 1 15 21 42 34 EXTERIOR 0.31'DLA x 9.0'LG.AT TOP& BOTTOM ' >>Y N��NI-I- U INAC71 EXTERIOR CA THE ¢t SEE NOTE 26c $ 1 SHT. 4 /�//�� ///�//��// •' ••• • • • • INTERIOR � / 10 03 czz • • • • • • DETAIL 1 " • • •• • • • • • ASTRAGAL TO STILE ATTACHMENT o o a o 1.750°MIN • •: : : : : :•: •• NOTE ITEM 24 NOT SHOWN THIS N c^ o^a PANEL THK •• ••• •• • • • •• VIEW FOR OI�fuut�i�� INTERIOR �� S F. O �ii� w w o v m a E DETAIL �� '. DATE: 9-11-01 SEE NOTE 4 24 ?SON THIS 10 • 1 • • ••• • • ." Zit ��O prepGTed By: N.T.S. ON SHT. 4 • • • • • • • • • 7 SHEET • • • • • • • • • * �" ?* _ Dw.BY: JWJ •• • • • • • • •• • • 4 Tf1T Q CHK.BY: S. SAFFELL • •• • • •• • • • •• • • • ••• • GRWNG NO.: (E1 HORIZONTAL CROSS SECTION � O '• P:•ru AT IMPERIAL ASTRAGAL A.o z �� BOILDMIG DROPS, INC. S-2104 Phone. 954-399-8478 nm r 7 Qh .M78 Fox.954-744-4738 SHEET L OF 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 6 i 0000 .. 0000.. . . 0000.. 0000.. 0000.. 0000 0000 0000. 0000 0000.. 0000. . Soso 00000• 66666. . 0000 0000.. 0.0060 . 00 000006 0 ... . . .0 . . 000000 0000 . . 0400 f ,A F '11/20115 MODIFIED i0 MEET Tk'E 5Th ED. �51bf'- CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. H E 5 01 12 MODIFIED 70 MEET THE 2010 FOC AA 6'-B'OPAQUE OUISVItNG IMPACT DOOR UMTS 3737 L AKEPORT BLVD. 07 t 1 07 MODIFIED TO MEET THE 2004 Ftp JWJ WITH k WITHOUT NON-IMPACT SIDEUTES C i0 22 02 TRINITY UTE FRAME Z PART OR ASSEMBLY: KLAMATH FALLS,OR. 97601 1 A cn a B 06 O6 02 GENERAL REVISION TJH HORIZONTAL CROSS SECTIONS PH.541.882.3451 °D A 03 14 02 GENERAL REVISION TJH AND NOTES GATE REVISIONS BY 74.50°MAX. GA. FRAME WIDTH 70.25°MAX. D.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHE. :ft SEE DETAIL 4 G ON THIS SHT. 4.50"IYP.�- 9.00'TYP. 6.00' •00'TYP. 3.00" 6.58' 6.00'TYP. V 6.00"TYP. 1 " 3.00°TYP .00'TYP. 2 -3.00"IYP. TYPSEE DETAIL 4 W R 1 6 TYP. 1 -1 1 I 1 II I 7.375" ON THS SH7. Y x 6 TYP. I l III III I I C S►— _ _ 7.315° - FI 51 BT_ �•' • J ti 4 51 5J TYP. I �M 31" 5 - SEE NOTE 5 - 31" 5 IYP. SPACES ON SHEET 4 SPACES ® 13.85' SEE DETAIL 6 ® 13.85° SEE DETAIL 5ON THIS SHT. 81.25' r ON THIS SHi. - 8 " N 1 MAX.A O.A. , f 25 Z } ( FRAME 5.50' o u" O FRAME 5.50"1 I HEI I TIP. _ _ .-� HEI HT - _ of 7 a�� t sQ T W U 36.625" 16 J6.(25' 16 W Q � t �x c � _ Q Op 1 { 1 I 0 m a a 3.00'TYP- -3.00'W. g 5}x 6.00 7.00°7 P' 112125' y 3.00" -- 7.00'TYP. "> TYP. TIP. m .15'MIN. x o R" _j C-SINK. n N SEE DETAIL 3 7/ ON THIS SNT. �' DOODLE DOOR WITHOUT SIDEiJTES ANCHOR LOCATIONS SINGLE DOOR WITH SIDELTTES ANCHOR LOCATIONS ( ` VIEWED FROM INTERIOR I o o Z VIEWED FROM INTERIOR 16 5 i 25 5 ••• • • • • 5 •• SEE NOTE 10\\ g z 25 16 142 SEE NOTE • • • • • • • ON SHEET 4 — 7 SHEET 4 �• •� ••• • •/ •` •• "IN oN o T ( DETAIL 7 0 ` 7 ( } ••• • • •• ,`,��utF tta»��DUNTERSINK FOR INSTALLATION ANCHORS 'Q / I I �\ `C.. IO 4 W Q ( 6 6 5.50' I 1 24 5.50' 1 1 2425 :�w :' % DATE: 9-11-01 41 • 1� • i •• • • rH E Z r O scue: N.T.S. \ / \ • • • 4 = :'N 7 *^ owc.ar: JWJ v J \ / i• • i • /•i " • o cHx.er: S. SAFFELL 52 • • 5 .1 •• • :�Ca 9 P tv� orsnxnNc NO.: DETAIL 2 - N HEAD JAMB DETAIL 3 - 0 THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 �� a'' ' 2�� BUILM aROPS• INC. S-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINCES TO JAMB& DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMBS Phone:954-399-8478 rm�c .x"n' Fax:954-744-4738 SHEET 5 OF 8 ••• • • • • ••• • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 107.00'MAX. OA. FRAME WIDTH _ - 37.75'MAX. O.A. s, l J FRAME WIDTH m F SEE DETAIL 2 U o H ON SHEET 5 ? 0 4.50°TLP— 16.41°TLP. SEE DETAIL 4 W W Lca� 3.00' Do'TYP. 13.41'M. ON SHEET 5 k Y 3.00 00'TLP. s.00'TYP. 6.00' QJ TV, 00' 00'TYR TYP. SEE DETAIL 4 a 6 TYP. 1 1 1 1 I I ! L I I 1 I I I 1 I 7.375° 6 �'• 6 TYR I ON SHEET 5 1 _ 7.375" 51 51 51 t • TYP. - 5 5 6 SEE NOTE 5 SPACES 31° SPACES /•� 31° SPACES ON SHEET 4 @ 1154^ 4) 13.85" _ 25 0 13.85 81.25SEE — h 6 ON SHEET5MAX. L5 SEE DETAIL 6 ' <n MAX. ON SHEET 5 OA. y _ DA g z HE�HT — — 5.50`1 1 25 EIGHT 5.50' 1 �zd S W 12 U _ � 31` 31` o4,m 76 36.625' 36.625' — a I o �• i 6 TLP. y 1 l T I I I f — I 1- 3.00'TYR- 7.pa TYP.— .00`TYP. 6.00° 8.58° o 3.00° 7.00`M. 3 TLP. M. ^`" IIC 0 N i RoRm 000 00 SEE DEi&3 ON SHEET 5 •• ••• • • • • • ••SINGLE DOOR WITHOUT SIDELTTES ANCHOR OCATIONS $ • • • • • • • • • VIEWED FROM INTERIOR OOUBLE DOOR WITH SIDELITES ANCHOR LOCA710NS • • •• us- 0^VIEWED FROM INTERIOR •• • • • •• ttr1111►tt • •e• • ••• • • O Prepared By: N.T.S. • • • • • • • • • `* * _ arc.ev: JWJ •• • • • • • • •• • • • •• • • •• • • • ^ � ' �T T � E z E cNN,BY.S. SAFFELL •• • • • 000 • r pp q P•:'lCr�` Op"No NO.: '� �a.0 r •` BURDING DROPS,INC. S-2104 Phone.954-399-8478 FSK 7 sacra For. 954-744-4738 8HEEr 6 or 8 ••• • • • • ••• • E • •• •• ••• • •• •• ••• • • ••• • • 17 50 30 3 EXTERIOR 50 >^c, 0.125"MIN. Ci°�° o in TEMP. GLASS ?p t HICKNESS W w ua �Mxa INTERIOR CLASS 81iE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHE 4 EXTERIORm 0.500"MlN. ��W GLAZING DETAIL i GLASS THK. 0.125"TEMP. 0.250"AIR ti ODL LITE FRAME SINGLE PANE 1/8'TEMPERED GLASS GLASS SPACE o SPARTECH �1 POLYCOM PP5530 C13 z 25"x .50' 0.125'TEMP. IQ 5 ` I OR 0.50 INTERCEPT GLASS o GLASS STEEL SPACER �I O 50 BITE 17 29 29 48 50 45 49 ON 4 0%11 g 'l>;r EXTERIOR 0.125"TEMP, GLAZING 0EET4JLo GLASS TRINITY LITE FRAME N N w 1/2'INSULATED TEMPERED GLA o 1.00D'MIN. LUPOY EU-5007 z GLASS THK. "AIR SPACE 45 Q.125'TEMP. 75'x.50'IN T •• e • • • • • • •• L GLAZING CONFIGURATIONS $ INTERIOR - 050"STEEL SPACER GLASS • • • • • • • • • COMPLY WITH SAFETY GLASS • • •• • • • • GLAZI UIREMENTS OUTLINED ' ^0 0 0 0 • e• • • • • ••• • IN TION 2406. N"`�k' BITE • • e • • • • • • t'v o N o-- 50 4 ON SHE 4NOTE 8 •• ••• •• • • • •• ��J�,ES`FO'��i GLAZING DETAIL 3 • ••• • ••• • • `��.: ,•, �0 DATED 9-11-01 Prepared 8y: sr�: N.T.S. • • • • • e • • • • a _7 owc.en JWJ TRINITY LITE FRAME • • • • • • • • • 1'INSULATED TEMPERED GLASS •• • • • • • • •• • • T T Q S. SAFFELL LUPOY EU-5007 • •• • s •• • • • O •• • • • ••• • O :9� A r t� Dean 47 �i DUlLDING DROPS,INC. g_ Phone:954-399-8478 ren a mm Fax:954-744-4738 SHEEr 7 or 8 ••• • • • ••• • • r 1.670°-I 1.670" -- 01.670' - - 1.670 I 4.5625" 2.188° j7/7 1.210" t000' j /% 0"1.000 1.042 0.75 1.z5o / 12 DOOR BOTTOM RAIZ t3 FINGER JOINTED PONDEROSA 7 DOOR LATCH ST1LE i t DOOR TOP RAIL f Ci °�° o a-s 24GA (0.021) STEEL O PINE WOOD O LVL O LVL G)@ FfNGER�OM D Z p-- 4 44 PONDEROSA PINEW W ti �I X0.513' • I Ir 0.125' 1.645" -{ 0.529" I I. 0.380° 0.500' 1.544" 1.544" 1.586° 00..813-1" ' 1 I I�0.140° �- 1.750° 1J50° 1.752°--I �F&4 0.530°- 2.521° -- 2.519° 2.621" OCORNER BLOCK FOR COMPRESSION WEATHERSRTIP X112"LG :��TRINITY LITE FRAME I.G. TRINITY LITE FRAME ��1/8'S.G. ODL LITE FRAME STEEL BOTTOM RAIL 10 SCHLEGEL O-LON ODS 650 Lf POLYPROP. U PQLYPROP. POLYPROP. $ w MDF x 3.0"LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL OOL PLASTIC LITE KIT MATERIAL a z 1.500' APPROVED UNDER AM-OZ-0828.011 APPROVED UNDER NOA X07-0828.01 APPROVED UNDER NOA X10-1209.01 g r 1.250' II 0.482' 1.109° 00.585° ®5" w u I 0.624° I ---- 0.375' --1 f-I a•2 Q 318'QUARTER ROUND v o o x o 1.750° -I ® SIDELITE STOP o " 0 1.736°0.675 ❑ I T 32 2.040' ASTRAGAL HAS TWO 0.3125" 2 O 2.137°1.012 PINE DIA x 9'LONG BOLTS; } 1.375" t ON TOP, 1 ON BOTTOM ® � � O) E '� f"j ° I I � 1.025° 1.381" 2 }O 0.097° h• �- 4.000" �I ASTRAGAL QMPERK) ASTRAGAL STRIKE PLATEWOR LATCH STRIKE PLATE DOOR LATCH DEAD 52 MULLION CAP TJAGER STEEL BUTT HINGE 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125°STEEL) STEEL 53 BOLT STRIKE PATE 28 PINE(81.25"LONG) 04"x 4"x 0.097"THK. STEEL 0 I-F- 7S 11.875" 1.710' r 1.000' o DIA. VARIES WITH ��\�\�� 0.582° - - IfARDWARE USED •• •• • • • j/ij/ o o ZW Z•, • • • • • d / 4.041° z g "" •• '•/r/ OUTS1 7 N UMP FACE TNR SHOLD •• •• • 4000'• / I EF!ALUMINUM - BY PEWo o M �� rw sfYoWA$WOOD INSERT w w c v m a • • • •• r�/�/ N 7�y.O Prepared By: SCALE: N.T.S. • • • • DWG.BY JWJ •• • • • o , F T !Y Q cw.Ery:S, SAFFELL •• • • • 000 • 0 %. P'e 4- DRAWING NO.: O15 WOOD LOCK 8CQC�C '. a,L. , �'.` BUILDING DROPS, INC. 5-2104 FINGER JOINTED PONDEROSA PINE �'4 c Phone.954-399-8478 race �2957e For 954-744-4738 SHEET_L OF B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluatiou Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites for Florida Product Approval •°°°°• °°°°. . . . Report No. 339 ...... :..... °°•°•• Current Florida Building Code . .. ..° .... ...... Method: 1 —A (Certification? °• Category: Exterior Doors :""' :seSub— Category: Swinging Exterior b4i4Assembties ° Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: 3737 Lakeport Bled. Klamath F allso OR. 97601 ``01111111111 ,S F Prepared by: 1��`��. ..... ' F,po llernie4 F. Norero, P.C. Florida Professional Engineer#73778 + * 7 Date:02/02/2015 T T 4u Contents: ��-'- �-� •��,.• •��• �'� Evaluation Report Pages 1 —4 '9 CONAL Digitally signed by Hermes F.Norero,P.E. ��r11I110%% Reason:I am approving this document Hermes F. Norero,P.E. Date:2015.02.18 12:18:39-05'00' Florida No.73778 M BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015 Report No: 33 o: 3398 8 Certificate of Authorization:2957$ Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge 107'X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.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 F. Norero, P.E.does not have nor will acquire financial interest in4ftCoinpany• ••• manufacturing or distributing the product or in any other entity involved jAthA,approJal'PTocess of:•••:• the product named herein. 069:96 • • 0000•• 0000• This product has been evaluated for use in locations adhering to the current'PlCrida BLllding Code. See Installation Instructions 5-2104,signed and sealed by Hermes F. Nore* FQ�(FL#AM)for •••,�• specific use parameters. • . . . . ...... •00.00 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 door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2104 for size and design pressure limitations. Hermes F. Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A CertificatePerfect Solution in Every Drop Date: 02/02/2015 of Authorization:29578 Report No: 3398 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Ince••• (FBC Organization# TST1577) • • •••••° •••••• Report#:CTLA696W, Report Date: 11/01/2001 `•� .' ;'; '. •9999• 2. Quality Assurance 966600 +••••� National Accreditation and Management Institu%,... •0000' 0000. (FBC Organization#:QUA1789) 00:09: 0000 00:00• 99 •• 9999 ••999• 3. Component Material Testing of Dylite Expandable.;; V/rene by • •. Intertek Testing Services NA, Inc. :9 0 9.0 '0••• ASTM E84-08 • • Report#:3113726SAT-001 R1 Report Date:03/1372009 •0; 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. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 r BUILDING DROPS A Perfect Solution in Every Drop Report No: 33Date: 02/02/2015 o: 3398 8 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(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. L 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(S-2104)for anchor spacing and more dejailsQfthe 0440i;tlon eseege requirements. • • • • • 9 • .:0 0 .•• • 0.90.0 Design Pressure: ��•� 999999 •9 •9 Design Pressure •••• •• •• XX,OXXO X,NO,XO, "' .' '. Outswing Positive 57 PSF* POS ve P * ' • Negative 57 PSF Negative 0 PSP • ....;. *Units meet water infiltration requirements corresponding to noted pressures. '•9' : • 9• 0 0 • • Hermes F. Norero,P.E. Florida No.73778 Page 4 of 4