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WS-18-423 Permit No. WS-2-1$-423 �s+;O1tFs t,� Miami Shores Village Permit Type:.Windows/Shutters N.E.2nd Avenue NE 'Pen I l � hark Classification:,Door'Replacemertt Miami Shores,FL 33138-0000 Permit Status. APPRoV/ED Knob Phone: (305)795-2204 A�RiDQ' issue date:3/1/2018 Expiration: 08/28/2018 Project Address Parcel Number Applicant 5 NE 107 Street 1121360070330 Miami Shores, FL 33161-7029 Block: Lot: ELIZABETH WILLIAMS Owner Information Address Phone Cell TIMOTHY A WILLIAMS 5 NE 107 Street (786)877-1808 MIAMI SHORES FL 33161- 5 NE 107 Street MIAMI SHORES FL 33161- Contractor(s) Phone Cell Phone Valuation: $ 1,807.85 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 iType: 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 DBPR Fee Invoice# WS-2-18-66491 $2.00 03/01/2018 Check#:28251 $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 02/16/2018 Check#:28058 $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 F 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 FIDA ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru on mg. uthermore, I authorize the above-named contractor to do the work stated. March 01, 2018 A oriz ignat Owner / Applicant / Contractor / Agent Date B , ding Department Copy March 01, 2018 1 , s � �l �� ��1`�,� . Miami Shores Village, ,: � ( RSC IVSD � � Building DepartmentI EB 1 Zoos r 10050 N.E.2nd Avenue, Miami Shores;Florida 33138 # r Tel:(305)795-2204 Fax:(305)756-8972 I i B . J` INSPECTION LINE PHONE NUMBER:(305)762-4949 BUILDING FBC 20 1 Z 2 Master Permit i o�S PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _ G O?+k 5-�C City: Miami ShoresMiami D' ! 3 3 1 County ade Zip l Folio/Parcel#: l l 1 l 3 , C)67 -033(3 ! Is the Building Historically Designated:Yes NO Occupancy Type: Load: - Construction Type: Flood Zone: (__ BFE: FFE:, OWNER: Name(Fee Simple Titleholder):- _i. __ i i..+1 1�' one#: _ Address: 5 /VE (Q?il � STI'GC..'t' � I City: Q cr S�r�•b C eS State: �- i Zip 3 3 l Co Tenant/Lessee Name: _I 1 r ) (I Phone#: Email: f CONTRACTOR:Company Name: i �? 0 C1Ir PIone#: `�C; Address: City: Cca 0 yJ State: Zip: Qualifier Name: r,n e S 1 ) Y - - -=—�' �S t L S Phone#: -7 ,_4S`� . State Certification or Registration#: {moi Certificate bf Competency#: _. DESIGNER:Architect/Engineer: Pht a#: Address: Cit I ' Y: :State: Zip: Value of Work for this Permit: Square/linear Footage of Work `Type of Work: ❑ Addition ❑ Alteration ❑ New } [� Repair/Replac i El Demolition Description of Work: rGS) f10 5�Zf. t Specify color of color thru tile: I , I Submittal Fee$ Permit Fee$ l CCF$ iI f CO/CC Scanning Fee$ Radon Fee$ DBPR$ (� Notary$ Technology fee$ Training/Education Fee$ Double Fee$ Structural Reviews'$ Bond$ TOTAL FEE NOW DUE$ �o ' 20 (Revised02/24/2014) t F r'= Ilk BorMing Company's Name(if applicable) Bonding Company's Address City - State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State i Zip 1 G Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha: commenced prior to the issuance of a permit and that all work will be performed to meet the, standards of all'laws regulatini 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 allwork will be done in compliance with al applicable laws regulating construction and zoning. I « k . WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 1COMMENCEMENT MAh RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENC TO OBTAIN''FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINC YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of o'building permit with on estimated value exceeding$2500, the applicant mus; promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the persor whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the ' inspection will not'be approved and a reinspection fee will be charged. /1 . gnatur ,. Signature 1E OWNER or AGENT 1 CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this T day of A-,"�,, 20 f' by +�,�_day of P 20 by �LI Zai 7.4 (�i f��AyA5 who is personally known to —)n M eS L?.Lh 1I�3 who 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. a_ NOTARYPUBUe:. NOTARY PUBLIC: f I Sign: , Sign: Print: Print: Seal: Seal: 2o�PRY..,e�,� AN: OUNG MY COMMISSION 9 FF 951069 Notary Public State of Florida Q EXPIRES:Apn1 12.2020 David Tedeschi ; My Commission G 042156 �FOF F� Wo ded Thru Udpl Notary sern., *#s***s a'! ss�rpk�9 #s*****#s *s****#s**s*ssc*s****s****s's*s*sssssssss*ss*ssssss*ss*ss;ssssss**ssss APPROVED BY Plans Examiner { Zoning ' I + Structural Review Clerk (116ised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 A`F"I'm am A`F ==HE EftROKUY r% "PRAISER U F ULU I F L All' �., Summary Report Generated On:2/16/2018 Property Information Folio: 11-2136-007-0330 l ' Property Address: 5 NE 107 ST j Miami Shores,FL 33161-7029 ,< " Owner TIMOTHY A WILLIAMS � ELIZABETH WILLIAMS ars u Mailing Address 455 NE 5 CT BOCA RATON,FL 33432 USA ' ' PA Primary Zone 1000 SGL FAMILY-2101-2300 SQo _moi Primary Land Use 0101 RESIDENTIAL-SINGLE �-,�` r,_ • ` � FAMILY: 1 UNIT Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 C ,1 Actual Area 2,422 Sq.Ft Living Area 2,044 Sq.Ft Adjusted Area 2,227 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2017 2016 2015 Year Built 1949 County Exemption Value $0 $0 $0 Assessment Information Taxable Value 1 $416,439 $384,170 $339,346 Year 2017 2016 2015 School Board Land Value $230,638 $198,007 $163,894 Exemption Value $0 $0 $0 Building Value $154,999 $154,999 $154,999 Taxable Value 1 $416,439 $384,170 $339,346 XF Value $30,802 $31,164 $20,453 City Market Value $416,439 $384,170 $339,346 Exemption Value $0 $0 $0 Assessed Value $416,439 $384,170 $339,346 Taxable Value $416,439 $384,170 $339,346 Regional Benefits Information Exemption Value $0 $0 $0 Benefit I I Type 2017 2016 2015 Taxable Value 1 $416,439 $384,170 $339,346 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Sales Information Short Legal Description Sale Previous Price Page OR Book- Qualification Description DUNNINGS MIAMI SHORES EXT NO 3 01/11/2018 $665,000 30839-3559 Qual by exam of deed PB 42-33 LOT 9 BLK 210 03/12/2015 $359,100 29539-2107 Financial inst or"In Lieu of LOT SIZE 75.000 X 123 Forclosure"stated OR 19257-1926 06 2000 1 07/29/2013 $100 28770-0750 Corrective,tax or QCD;min consideration 06/01/2000 $189,000 19257-1926 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: P http://www.miamidade.gov/propertysearch/ 2/16/2018 3 t?tT Y ::s p n� 4y "� s Tt ri. rtt +1 t J w 3 .. T r 5 ! ci ! 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SN114c.1932 ORES sell �= Miller BUILDING DEPARTMENT 0 RIDp' 10050 N.E.SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE:(305) 795-2204 FAX:(305) 756-8972 SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 5 NO. H6322-85014 ------------------------------------------------ Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM4LI MIAMI, FL 33181 Reviewer: SBBOAD Name Phone 1 WILLIAMS TIM (917) 344-9032 REPRINT Address 5 NE-107ST Phone z Company Name FRESH CLEANING MIA LL.0 • City MIAMI SHORES Job Description DOOR INSTALL- FL 22513.6 2017-12-1415:02 State FL Zip 33161 county MIAMIDADE CUSTOMER PICKUP #1 MERCHANDISE AND SERVICE MMARY sodWe rtoc stomershttolimitthequantitiesofinerchandise REF# W11 SKU# 0000-515-664 Customer Pickup/Will Call STOCK MERCHANDISE TO BE PICKED UP: REF`# SKU QTY I UM DESCRIPTION PI TAX P(RIC - ' EXTENSION - R09 1000-014-588 1 1.00 EA SCHLAGE GRW X BRW HANDLESET SN/ A N $149.00 $149.00 R10 0000-684-138 1 1.001 EA KS SIG SMARTCODE DBLT SATIN NICKEL/ A dAl $98.00 $98.00 SCHEDULED PICKUP DATE: 12/20/2017 • $247.00 g�qOKt#§T61MER PICKUP-REF#W1y1 INSTALLER DELIVERY #1 d REF# 101 STOCK MERCHANDISE TO BE DELIVERED: REF# SKU QTY UM N PI TAX PRICE EACH EXTENSION R02 1001-753-960 3.00 EA 1X6-8FT PT GC WEATH A N $5.57 $16.71 R03 1001-753-877 3.00 EA 2X6-8FT#2PRIME G THERSHIELD/ A N $6.98 $20.94 R04 0000-252-677 27.00 LF 1-1/4 X2 PFJ RICK/ A N $1.69 $45.63 R05 0000-225-556 24.00 LF 11/16 X LWM445 CASING 1A I N $1.19 $28.56 R08 1002-346-939 1.001 EA " L PREM 6P 6-9/16 OS NBM/ A N $207.00 $207.00 Ir I MERCHANDISE • $318.84 "**CONTINUED ON NEXT PAGE*** WILL-CALL MERCHAUP FOR WILL CALL Will-Call items in the store for 7 days only. MERCHANDISE PICK-UP Check your current order status online at PROCEED TO WILL CALL OR www.homedepot.com/orderstatus SERVICE DESK AREA �._, (Pro,Customers, Proceed To The,Pro_Desk),,,., _ Page 1 of 5 NO. H6322-85014 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: WILLIAMS Page 2 of 5 NO. H6322-85014 INSTALLER DELIVERY #1 (Continued) _� REF#101 DELIVERY INFORMATION: I DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION#101 AT TIME OF INSTALLATION. INSTALLATION #1 REF# 101 ESTIMATED INSTALL BEGIN DATE: 12/14/2017 ESTIMATED INSTALL END DATE: 01/13/2018 MERCHANDISE TO BE INSTALLED: REF# SKU QTY UM DESCRIPTION R02 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD R03 1001-753-877 3.00 EA 2X6-8FT#2PRIME PT GC WEATHERSHIELD R04 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK R05 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING R08 1 1002-346-939 1 1.00 EA 36"X80" LH PREM 6P 6-9/16 OS NBM 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 DESCRIPTION QTY UM TAX PRICE EACH EXTENSION, 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 23 UPCHARGE FOR IMPACT GLASS UP TO 36"WIDEX 96" HIGH/ 1.00 EA N $90.00 $90.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 1.00 EA N $145.00 $145.00 36"X96"/ 22 1 UPCHARGE FOR HARDWOOD OR STAIN GRADE MATERIAL OR PREFINISHEDDOOR/ 1.00 EAJ N 1 $125.001 $125.00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 BUCK PREP 1.00 PA N $150.00 $150.00 2 CUSTOM WORK ON TOP 1.00 PA N $150.00 $150.00 * CONTINUED ON NEXT PAGE Page 2 of 5- NO. H6322-85014 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: WILLIAMS Page 3 of 5 NO. H6322-85014 INSTALLATION#1 (Continued) IkREF 4101 INSTALLATIONSITE NAME:'WILLIAM TIM INSTALL LABOR CHARGE: $962.00 ADDRESS: 5 NE 107ST TRIP CHARGE: — $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33161 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR- N • $962.00 PHONE: 786 8771808 ALTERNATE PHONE: 786 8771808 INSTALLER SPECIAL INSTRUCTIONS: FL#22513.6 BASIC INSTALLATION LABOR INCLUDES: 'PRE-INSTALLATION JOBSITE INSPECTION EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE "DELIVERY WITHIN 30 MILE RADIUS OF STORE 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 72X96 INCLUDES DOUBLE DOORS AND DOORS INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, WITH SIDELIGHTS LOCKSET AND KICK PLATE(IF APPLICABLE)ON NEW DOOR 'FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION 'ADJUST DOOR TO ENSURE PROPER OPERATION 'FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON 'DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE OF PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR 'INSTALL NEW CUSTOMER PROVIDED INTERIOR CASING AND UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS(CUSTOMER PROVIDES) REPAIR CARPENTRY TO EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING . PLASTER,DRYWALL OR SIDING WORK STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT STUCCO PATCH GREATER THAN 4",PAINT AND STAINING ELECTRICAL WORK INSTALL ALL AMERICAN DOORS SPECIAL NOTES: 'IT MAY BE NOISY DURING YOUR INSTALLATION 'THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION.AIRBORNE DUST IN OTHER 'CONTINUED ON NEXT PAGE*" Page 3 of 5 _ NO. H6322-85014- Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: WILLIAMS Page 4 of 5 NO. H6322-85014 INSTALLATION #1 (Continued) PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. *AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION(WHEN APPLICABLE),DELIVERY AND INSTALLATION END OF INSTALL#1 INSTALLATION #2 REF# 107 ESTIMATED INSTALL BEGIN DATE: 12/14/2017 ESTIMATED INSTALL END DATE: 01/13/2018 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 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 EXTENSION ' 7 PERMIT FEE/ 280.00 EAJ N 1 $1.00 $280.00 INSTALLATION SITE NAME: JWILLIAM,TIM INSTALL LABOR CHARGE: $280.01 ADDRESS: 5 NE 107ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33161 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N INSTALL TOTAL $280.01 PHONE: 786 8771808 ALTERNATE PHONE: 786 8771808 INSTALLER SPECIAL INSTRUCTIONS: FL#22513.6 *'CONTINUED ON NEXT PAGE*" Page 4 of 5' -NO. H6322=8501-4 -" customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: WILLIAMS Page 5 of 5 NO. H6322-85014 INSTALLATION #2 (Continued) REF 4107 BASIC INSTALLATION LABOR INCLUDES: OR INSTALLER.IF DELIVERED TO INSTALLER,THE INSTALLER WILL POSTAGE AND ADMINISTRATIVE). _ ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. FEES,ENGINEERING,WIND LOAD CALCULATIONS,RECORDING, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE •ALL FEES ASSOCIATED WITH OBTAINING PERMIT(MUNICIPALITY 'DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, SPECIAL NOTES: 'CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT.ONCE IN FULL.NO REFUNDS ON PERMIT FEES AFTER 72 HRS.OF PAYMENT. THE PERMIT IS PAID FOR,WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY.CANCELLATIONS WITHIN 72 HRS.WILL BE REFUNDED END OF INSTALL#2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): • ' • $1 807.85 A: 90 DAYS DEFAULT POLICY; SALES TAX $0.00 TOTAL $1807.85 REFUND OWED $17.29 'The Home Depot reserves the,right to limit/deny returns. Please see the return policy sign in stores for details.' END OF ORDER No. H6322-85014 Page-5 of 5 NO. H6322-85014 Customer Copy s i s W to o LLI 1 v w > N ►— Z c' a m ww U � Q ¢ c QQ Lit W Q, r L > c W O 0 0 F z [LG CL - a. z _ < ©LL ,—aj = NOTE:OVERHANG MEETS SPAN TO I •••. HEIGHT MINIMUM 1 TO 1 RATIO. • • DOOR DOES NOT HAVE TO MEET ••. • • :• WATER INFILTRATION • • •• • • REQUIREMENT. 0.00 : �••• ••••�• 36" X 80" 41 0000 • • • 0000•• 0•• • • • • 0000•. •.• REPLACE DOOR IN 1 OPENING ONLY. 1 e 1 .•�0 0 • 0• 00 • 0000•• NEW DOOR TO BE IMPACT RESISTANT- _-_-_- .••• 0 •• HURRICANE SHUTTERS NOT REQUIRED. • • . • ••0000 0000•• 0 . • •0000• •• • 0 0 0 • • • • 00 • OPENING PRODUCT DESIGN pS WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. 4DTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 1 36 80 20.00 4 38.2 1 -41.6 FL22513.6 70.0 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 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. LESS THAN 30%OF STRUCTURE'S VALUE. NOT A RENOVATED BUILDING. EXEMPT FROM 2017 ENERGY CONSERVATION CODE. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES - DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES .► ,� 3 MEAN ROOF HEIGHT 12 FT 11 IN �� 018 tR _C WILLIAMS RESIDENCE 5 N.E. 107TH STREET DOOR REPLACEMENT PLAN i MIAMI SHORES, FLORIDA 12/29/2017-4:11 pm internl V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY- 175 MPH MRH :5 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF - INTERIOR ZONE* PRESSURES 1 EXTERIOR ZONES PRESSURES HEIGHT-SEE BELOW INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURESPSF -ZONE 4 MDESIGN PRESSURES PSF -ZONE 5 4 - ( � Mean ( � 1. IDENTIFY THE ZONE OF THE OPENING RIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 Roof Tr' utary Area(Sq Ft -_ f Tributary Area(Sq Ft) 3 URE BELOW LEFT OR INFOR IONP PROVIDED Y THERS. 1.1. ANY QUESTIONABLE OP -Td-B8`CONSI ED THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 F - Ight 10 20 30 40 50 2. IDENTIFY THE BUILDING M VE F T FROM THE LOWEST GROUND ELEVATION.IF 43.4 -41.6 40.6 -39.j - / -53.6 -50.0 -47.9 46.4 -45.2 MEAN ROOF HEIGHT CANN T F D, T PEAK(HIGHEST)ROOF HEIGHT. -15 ft +40.1 +38.2 +37.2 +36. +3 15 ft +40.1 +38.2 +37.2 +36.4 +35.9 2.1. ALWAYS ROUNDUP o F To N T LE VALUE. .2. VALID FOR ALL ROOYS ES. R SLOP EE AN ENGINEER FOR REDUCTIONS. -45.1 - .3 -42.2 -41.4 40, 55.7 52.0 49.8 48.2 47.0 3.CALCULATE THE TRIBUTARY'ARE04 `..`Aq(�0 STION AS THE GREATER OF(HEIGHT 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 W 3.1. ORTHE SPAN LENGT USE THE AREA BETWHEIE N ST UCTUfTA-OPENINGS ONLY-THIS INCLUDES AIVE WIDTH OF 1/3 THE HEIGHT REAIS BETWEEN 46.2 44.2 43.1 42.3 41.7 57.0 53.1 50.9 49.3 48.1 STRUCTURAL MULLS,COLUMNS,ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -48.4 -46.4 -45.2 -44.4 -43.7 -59.7 -55.7 -53.3 -51.7 -50.4 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft4�.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +44.6 +42.6 +41.4 +40.6 +39.9 +44.6 +42.6 +41.4 +40.6 +39.9 IN ACCORDANCE WITH CODE. SO.3 48.2 47.0 46.1 45.4 62.1 57.9 55.4 53.7 52.4_ 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 30 ft +46.3 +44.3 +43.0 -42.2 +41. - ERAL NOTES: -51.9 -49.8 -48.5 -47.6 -46.9 -64.1 -59.8 -57.3 -�55. w TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft I L I SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +47.9 +45.7 +44.5 +43.6 +42.9 +47.9 +45.7 +44.5 + X42. /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 40 ft -65.9 -61.5 -58.9 7. .6 12.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +49.2 +47.0 +45.7 +44.8 +44.1 +49.2 +47.0 +45.7 -+ THAN THE RATED LIMITING WIND VELOCITY ABOVE.:TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 -58.5 = 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +50.$ +48.2 +46.9 +45.9 +45.2 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 5. VERIFY HVHZ USE OF HIGHH VELOCITY(DIRECTIONALITY OR) WITH LOCAL BUILDING DEPARTMENT. ZONE. 56.0 53.7 52.3 51.3 50.6 69.1 64.4 61.7 59.8 58.3 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. Soft +51.6 +49.3 +47.9 +47.0 +46.2 $0 ft +51.6 +49.3 +47.9 +47.0 +46.2 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -57.1 -54.7 -53.4 -52.4 -51.6 -70.5 -65.8 -63.0 -61.0 -59.5 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 DICTATEDLES NAND DVE VERIFIED BY HE GOVERNING BUONDING WIND VELOCITY,ILD XPOSURENG DEPARTMENT AND F PERIMIT HOLDER.NO WARRANTY TS LISTED HEREIN SHALL FOR -58.2 -55.8 -54.3 -53.3 -52.6 -�. -71.8 -67.0 -64.1 -62.1 -60.6 APPLICABILITY OF THE USE OF THESE TABLES IS ED HEREIN. 10. THIS SPECIFICATION DOES NOT FFER-A .ROD - VED CERTIFICATION. REFER TO ANY SEPARATELY 60 ft - ,ft SUBMITTED TEST CRITERIA AND OTH R - LS�FOR-D,ESIG NSTALLAI ION INFORMATION AND APPLICABILITY +53.6 +51.2 +49.8 +48. +53.6 +51.2 +49.8 +48.8 +48.0 OF THESE TABLE VALUES WHICH IS T, B'f-VE R ACCORDANCE WITH GOVERNING CODES. / 11. ADHERE TO ALL LOCAL IMPACT F R ECTtO., ANCES. l 12. NO CERTIFICATION IS OFFERED Oft HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE,I OER DD A ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I INTERIOR ZONE(-A), EXTERIOR Z GHT EXPLAINED LEAST HORIZONTAL c m m w z to v-T� �, Lnmzmo. O'- m:r. 0 0 DIMENSION m��mOGfnAm�mGfZO LO a= 10/o OF LEAST HORIZONTAL DIMENSION OR 40/o OF M (--ROOF PEAK ROOF z 21 z C 3- x z "" HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 =m o O 3 x i -i,a,m rn X T1 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. G p O D D Z 9 m D C z Z D H1 CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O n z i m D m v O 70 ROOF 5 4 =OZNOaZmin� z-4 m REQUIRED. MEAN EAVE HEIGHT m O0 z m m"I 3 D 6l m O._„ r0. a a ROOF ROOF \ ') -nDDzp-ODzFAa'^ -nO D f-t HEIGHT HEIGHT •• ••• • • • • • in�O c m O n Gl .O.w 2 (-) Go h-I r 5O • ••• • • • • �r z p O i O z��z z m m 0 OLnyr^• M aGlmym D (n O O O O • • • • • • • -r O--nOm�r-zmri p C z 4 4 \ 4 . <z���ztn�<�A o o cn rn 5 1 5 4 ra PLAN VZG\�/ •� •• • • • 0sD-txH ��c0 O ,o m 0 D 5O 5O COMPLEX OpzLnmAi�zmr z (n � z f ,�t ISOMETRIC CORNERS \ z st°__ '^M•_+ v O v O - ELEVATION- a Ya • ••• 5 • • ••• • v - tn REMARKS DRWN CHKD DATE • °D�❑ �+ INITISSUE GSS TSB 03/05/12 6TH EDITION FLMI["A W&DI VC3 �OQq ENGINEERING z o 0 4 az m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 •20i)I •• • • • EXPRESS° o zR \ a z REV 2014 FBC DGM TSB 06/10/15 a Ao p :� Cn r C UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: Z z m 3 �m z m 160 SW 12th AVENUE, SUITE 106 m Fi m - DESIGN LOADS FOR GGP4PGNENIS&GLAD&ING • m e \ z V MASTER f�AP(SHEF`f• • • • • DEERFIELD BEACH, FL 33442 o m N s p I O THISDOCUMENT ISTHE PROPERTYOF ENGINEERING EXPRESS, ••• • • • P:(954)354-0660 F:(954)354-0443 Z v x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT O am • • • z r CERT OF AUTH#9885 O WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, yz OR OTHER ARE NOT E:HELLO@ENGINEERINGEXPRESS.COM {p ERMITTED AND INVALIDATE CERTIFICATION. AS E•• • •• • •• •• m o ENGINEERINGEXPRESS.COM r Florid•t Building Cf de Online I%p mas lit BCIS Home Log In User Registration Hot Topics Submit Surcharge + Stats&Facts Publications 'y FBC Staff BCIS Site Map Links Search - ~.'t Product Approval db'pr t USER: Public User Product Annr,n,al Menu>Product or Anohcation Search>Anolic,ation List>Application Detail FL# FL22513-R1 L'-' U'P Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road 0000 West Chicago, IL 60185 • • 0000 •0.0•• (800) 663-3667 •••• 0 •• • •• sschreiber@masonite.com • • • • 0000•• • •• 0000•• • 0000•• • • • Authorized Signature Steve Schreiber •••• • • • • sschreiber@masonite.com • • •••••• 0000 • 0000• 00.00• 0000 0000• Technical Representative •• •• •• • •••••• • F Address/Phone/Email •• • • •• i • • • • 0000•• 0000•• Quality Assurance Representative • ••• • •••••• Address/Phone/Email • • • Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i 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 1 ' Equivalence of Product Standards Certified By I ❑� I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in I compliance with the new Florida Building Code. w Documentation from approved Evaluation or Validation Entity OYes ONo ON/A http://w'ww'.flotidabuilding.org/pripr_app_dtl.asps?param=wGEVXQwtDgtdyWblepz46QE0wOh1'DnH9o2fKDHAdgabl'QyVzj90FSQww9o3d%3d[I/3/2018 921:57 AM] I Florida Building Cbde Online p 4 Product Approval Method Method 1 Option A Date Submitted 11/21/2017 Date Validated 11/21/2017 Date Pending FBC Approval Date Approved 11/26/2017 Summary of Products -- _..._. .... ......... _..- ------- .......... FL# ;Model, Number or Name Description —� .__........._..__ 22513.1 HPC Wood-edge Steel Side Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/or w/o Door Unit Sidelites --— —------- – — _ ......... ............._............-...--- ---- -------- ......._. ............... .,_,....... Limits of Use Certification Agency Certificate L Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.01.{d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1. II FL021.2.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation& Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports •••• resistance is required, hurricane protective system is required. FL22513 R1 AE 514048.odf. •....• ..•... Door top rails stamped "HPC". See DWG-MA-FL0212 for Created by Independent joitd=arty: `.V • •• details. • • • • .-._.-._ ......... .......-...... .......... ....... ....... ........ ..—_.-_- _--_ .— ...--.__ ••.•.•••......................• •.- ... ....... ,••••.•__ • 22513.2 Wood edge Steel Side-Hinged Door 8' 0"Opaque I/S or O/S S•ingle'boor Unit •••••• Unit •••• • • • • Limits of Use Certification Agency C�rj�ijic ate • .• ••• Approved for use in HVHZ:Yes FL22513 R1 C CAC Nr01.371i.04.pdi • • Approved for use outside HVHZ:Yes Quality Assurance Cor11t'1'att"Expiratiart Date ••••;• Impact Resistant:Yes 06/30/2021 •••••• • • Design Pressure: +70/-70 Installation Instructions : • • 40690* Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0215.12df . ;••"' . . Building Code, including the High Velocity Hurricane Zone, and Verified By: National Acereclitaftn& Management InS"&-: where pressure requirements do not exceed the design Created by Independent third Party: : • • pressures listed. 3'-0" x 8'-0" max nominal size. When impact Evaluation Reports •• • resistance is required, hurricane protective system not FL22513 R1 AE 514009 [1_df required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Unit — Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747 04 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0215.1df g Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R1 AE 514007.pdf required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes See DWG-MA-FL0215 for details. 22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Unit .. .. ......... -- --.. ...._ ................ ............. ......... ......-- ......... --- ........_......... Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.04.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0215.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R1 AE 514007.pdf required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes See DWG-MA-FL0215 for details. hupIANN%Nr.iloiidabtiilding.org/pr/pr_app_(Itl.asps?paramwGEVXQwtDgtdNtNblepz46QEOx%OhYDn o,o2flKDHAdgaWQyVzj90FSQww%3d%3d[1/3/20189:21:57AN1] Florida Buildim_Code Online ........................................... ....___...........----- 22513.5 Wood-edge Steel Side-Hinged Door T8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.06 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 I Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida j FL22513 R1 II FL0217.rdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8',0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R1 AE 514007 odf See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes 22513.6 !Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0211,pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 6-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R1 AE 514010.)df •••••. required. See DWG-MA-FL0211 for details. Created by Independent ThiiO arty: Y25••• •••• • 22513.7 Wood-edge Steel Side-Hinged Door 6'-8" Opaque I/S or O/S"ingleOr Double DUOr w/or"M Unit Sidelites •••••• • • • Limits of Use Certification Agency C*1- ifitite ;•••;. • Approved for use in HVHZ: Yes FL22513 Rt C CAC NI001•34147 Ddf • *0000 Approved for use outside HVHZ: Yes Quality Assurance Combra•bGxpiratiam Date 90:00* Impact Resistant: Yes 06/30/2021 • ' • • • •• •• •• • •••••• Design Pressure: +55/-55 Installation Instructions • Other: Evaluated for use in locations adhering to the Florida FL22513 R1 IIF 0 i ptV: • �• Building Code, including the High Velocity Hurricane Zone, and Verified By: National ActreditatTon& *p"dryent InItItM,0 p where pressure requirements do not exceed the design Created by Independent Thir(O Party: ! • • pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports ••• : •• • :••••: resistance is required, hurricane protective system not FL22513 R1 AE 514008,odf • • • required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes• See DWG-MA-FL0211 for details. 22513.8 Wood-edge Steel Side-Hinged Door 6'-8" 3/4-Lite Glazed I/S or O/S Single'or Double Door w/or Unit w/o Sidelites - -- —— ._.—............._.... ................................. ............................................._....... ..... .._...-- -- --- ................ ......... .............. . ............---z Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.03.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0214.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation& Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 RS AE 514008.12df See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes t t Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida, :•Privacy Statement::Accessi bility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here_. Product Approval Accepts: -......,m,. ® Elm m http://aww.Iloiidabuiiding.org/pr/pr_app_dtl.asps'?param=wGEVXQwtDgtdytNblepz46QEOwOhti'DnH%2fIKDHAdgaWQyVzi9OFSQww9o3d%3d[1/3/2018 9:21:57 A%I] T NOTICE OF PRODUCT CERTIFICATION - CER7>a Company: Masonite International Corporation Certification No.: N 10 13747 1955 Powis Road Certification Date: 06/08/2017 s � •ext West Chicago, Il, 60185 Expiration Date: 06/30/2021 *; k� f` Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelitcs (w/Wood Frame unless noted) Specification: TAS 201/202/203-94 P Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass (Tempered) The"Notice of Product Certification"is only valid if the NAM Certification Label has 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 Listings at ww)v.Namicertificrltion.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outsw� Op a ue Size Pressure Pressure Rated Comments X US Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Sinelc Maximum Panel Size:3'0".x 6'8" X O/S Opaque 3'0"x 6'8" +70/-70 3.0 pst' Yes ATLNC 1001.01-13 Single 4.5 psf, NIssimum Panel Size:3'0"x 6'8" 7.50 sf' Anchor Details-DWG-MA-1`1_02 1 1-1 7 paque x 0 ps esV-_­_ Double Maximum Panel Size:3.0'.x 6'S" Anchor Details-DWGAMA-1`1_0211-17 XX O/S Opaque 6'0"x 6'8" +551-55 3.0 psi' Yes NCTL-210-2930-1 Double 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 )sf' Anchor Details-DWG-MA-FI0211-17 XO/OX US Opaque Door 6'0"x 6'8" ' 1-55/-55 0 psf Dour-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'S"i'Sidelile:3'0"x 6'8" Anchor Details-DWO-MA-1`1_0211-17 XO;/OX O/S Opitque Door 6'0"x 6'8" +55/-55 3.0 psP Door-Yes NCTL-210-2930-1 Single W/Sidelite Glazed Sidelite 4.5 psf' Sidelitc-No Maximum Panel Size:3'0"x 6'4"iSidelite:3'0"x 6'R" 7.50 )sl'. Anchor Details-MG-MA-F-1-0211-17 OXO US Opaque Door 9'0"x 6'8" 1-551-55 0 psi' Door-Ycs NC-11-210-2930-1 Single w%Sidelitcs Glazed Sidelite Sidelitcs-No Maximum Panel Size:.3'0".x 6'8":Sidelite:3'0"x 6'8" Anchor Details-DMi-MA-PLO--'l 1-17 OXO O/S Opaque Door 9'0"x 6'8" +55/-55 3.0 psi' Door-Yes N01-210-29 30-1 4e5 psf Sidelites-No Maximum Panel Size:3'0".x 6'8";Sidelite:3'0"x 6'8" Single w/Sidelitcs Glazed Sidelite •• ••• • • • • • • • •-,• • Anchor Deciils-D\VG-MA-FLO211-17 • • •• �.5(✓ of • OXXO US Opaque Door 12'4"x 6'8" +5_!.55 • 4 . • O.ps; • • Door-Yes NCT1-210-2930-1 •• 000 •• • • • • Sidelites-No Maximum Size:3'0" Double w/Sidelitcs Glazed Sidelitc x 6'8"iSidelite:3'0"x 6'4" Anchor Details-D\VG-\1A-FL0211-17 OXXO O/S Opaque Door 12'4"x 6'8" t55i-55 3.0 psi' Door-Yes NUI L-2 Double W/Sidelites Glazed Sidelite ••• •�• •� •4r psIF •%delites-No Maxunum Panel Size:3'0' x 6'9"iSidelite:O' O'S" • s • • 740 ).l" • • • Anchor Detads-D\\G AIA-F1-0211-17 I-Denotes Bumper 0utssving'1'hreshold 2-Denotes Z-Series OutsNiing'hhreshuld 3-iii-Dnm Outs cin,,-I h•esl•dd •• • •• • • • • National Accreditation &Management Institute, Inc../47(f4 Gcocge Washington Memorial Highway/Hayes,VA 23072 Tcl: (804) 684-5124/Fax: (804) 684-5122 . . . . . . . . . . NANII ftMHORIZED'3?C^ATURE: MON /� L0 1111 M/y$ONITE. 149'MAX. OVERALL FRAME WIDTH ¢ °p 21" MAX 36.375" MAX. U 0 WOOD-EDGE STEEL DOOR UNIT Q D.L.O. PANEL WIDTH 37.5" MAX. Q p 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES FRAME WIDTH : J _ W ASTRAGAL Ln GENERAL NOTES UO 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO cc ® ® ® w THE FLORIDA BUILDING CODE AND WHERE PRESSURE f C U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z = DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Lu L U F� 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON w Z OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. m ^ O 0) 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, _ Q Lit EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), �S HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE _ z PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED W M ON PANELS WITH NON-IMPACT GLASS. i 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: w TEST DESCRIPTION DESIGNATION LITE FRAME $ SELF IGNITION TEMP ASTM D7929 842 'F > 650 •F RATE OF BURNING ASTM D635 1.28 IN MIN cu m SMOKE DENSITY ASTM D2843 70.2% TENSILE STRENGTH" ASTM D638 1.8% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 1L 3 O O o � DOUBLE DOOR UNIT W/SIDELITES a a Addendum to NAAN m Ceddiralion NG: AX0117,17 Reviewed By Date Rm4g-V5b It ® 11 ® ® 1113 1313 130 11 ® 1113 1313 _0 uj • • • • LU • • •• • • • • ••• • SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT • •SII�LL•DOORSq j kSIDELRES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE•• •••�• O WHERE WATER INFILTRATION PERFORMANCE IS GATE 5 I ,7 TABLE OF CONTENTS..- DESIGN PRESSURE RATING REQUIRED T BE 15% OF.DESIGN.PRESSURE INSWING I G Uurtm O S I Z-SERIES O S HIGH DAM D S ./Y / n SCS: N.T.S. SHEET # DESCRIPTION X 1 37.5 70.0 -70. - A 0. •-20.0 +30.0 -30.0 +50.0 -50.0 {�.7•f �?'y/ DWG.BY! SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES55.0 A • +20.(0 6-20.0 +30.0 -30.0 +50.0 -50.0 2 ANCHORING LOCATIONS & DETAILS DX or XO 75 +55.0 -55.0 055.0• -55.0 • + 0. 20.0 +30.0 -30.0 +50.0 -50.0 CHK.BY: 3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +55.0 -55.0 +55.0 -55. A20.0 +30.0 -30.0 +50.0 -50.0 KURT BALTHAZOR GnAwiNG NG.: OXXO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +50.0 FLORIDA P.E. DWG-MA-FL0211-17 #56533 SHEET i OF 3 • • • • • • • • • • ••• • • • ••• • • u7 Do 6"— SEE DETAIL 3,. 6" p 3" 3^ Q 3" 3" �3 �J 01-TI II I � 3.. II I 1 I I ¢ �O �n �J III"` "'III O M: W LnM Ih� � U w w "t M Z Lf)I-- a as SEE DETAIL (n J ' SEE DETAIL 0 "C" — � — W 0 a _ _ SEE DETAIL w "C" M B K 8 O log 6" 3" i - jil 6" 6" M. —1 3" 3" 3" 6" g" I• Q g^ 6" a SEE DETAIL #8 x 2 .F" m ASTRAGAL RETAINER BOLT HOLE • MUST BE DRILLED THROUGH #B x 2" #10 x 5/8" THE THRESHOLD & INTO THE #10 x 5/8STRUCTURE DEEP ENOUGH " #8 x 2 #10 x 1" DETAIL "E" ASTRAGAL FOR A 1.375" THROW z " #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL F" ASTRAGAL o #10 x 1" STRIKE PLATE TO FRAME `71 #10 x 5/8"' AS SHOWN. w D_ DETAIL "D" DETAIL "C" w 0.962"1 HOT MEL a •• 000 • • EtA5i0MER • 1.375" NU . . . . . . . /#5% 1-1/2•FH4 T . .. . INSWING THRESHOLD BUMPER 0/S THRESHOLD •• ••• •• • • O HOT MELT ry 1/2"BITE AddefdumlONMII Z ELASTOMER Certllizzlion No.: 013 4' _ RWewedBf. DATE: 5 26 ,17,. ••• •�• ••• ••• .p 1^-.:: Date Review ' SCALE: N.T.S. 1.482" T 1 JS"E�Aj 1.047" ••• • ••• ICAL CLAZ • ETAIL WI;- w SWS T T ••• • ••• TON—MPACt i ASS CHK.BY: Z-SERIES O/S THRESHOLD HIGH DAM DAM O/S THRESHOLD THRESHOLD DRAWING NO.: DWG-MA-FL0211-17 SHEEP 2 OF ,} • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u� SEE DETAIL6" 6' cc cc ..E" SHT. 2� �3" 3. 3.. cc: •- I 3 - 6' j 3" I 3" V Cp J Q I ( I I I 6.. I I I I I O �- 6" 1 Z Ln O M _ _o w 3t nn o a w z w U a SEE DETAIL a L U)U °D" SHT. 2 - Z L0 v °'M SEE DETAIL o < SHT. 2w� _ o B o 6" IS I I I I II II I II I II I I 10 - moo 3" N K 3" 3..J 3"6 6" 3" f 3" SEE DETAIL ��• a � "F" SHT. 2 _ 6" 6" _ a _,o 6 � �jHARDWARE SCHEDULE a a 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ATTACHMENT DETAIL 1.25j' 2. 4" X 4" FULL MORTISE BUTT HINGES. 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, f 0.25" MAX 1"X1/2" CORRUGATED #10X2" WOOD SCREW SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6" FROM EACH END v (FLORIDA #62514) WITH THE LOWEST (LEAST) CL AND 7" OC AND 12" OC o FASTENER RATING FROM THE DIFFERENT FASTENERS — I— ,;, I v, BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRYLIC w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE LATEX #10 WOOD SCREWS OR 1/4" TAPCQNS A PHYSICAL CAULK TYPICAL MASONRY ACRYLIC SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEX w CAULK CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". a WOOD SCREW EDGE DISTANCE MIN 3/4". • • • • • 0M64N• •. f "• • • • • tiATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" :4LCIDN (BOXED) MULLION (BOXED) - ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN •p� ••• : : ••• MAX" (3) 10X2-1/2" O OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM wo6D SCREWS AddendantoNAMI MINIMUM EMBEDMENT OF 1-1/4". EACH END CL-� I_ Ce151a onND.: Or? 4 DATE:_5126117 -•-�•• -• ••• ••• • 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO • • • . • • . • ® RevewedBy SCALE: N.T.S. TRANSFER LOADS TO STRUCTURE. • • • • • • • • DaleReve DWG. Br: SWS • •. • • • • • TY 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. PIB• • •• ' •' • • •AL WOOD B6JEK • • ® ® CHK. BY: • • ANCHOR INSTALLATION DRAWING ND.: INTEGRAL WOOD DWG-MA-80211-17 MULLION (CHS) SHEET 3 or 3 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-688-0609 Date: 05/01/2017 rl lomas(c4Irlomaspe.com Test Report: N/A Product: Single door 3'x 6'8"(Wood Frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/4 w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: F,b= 80,000 psi Side member: Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(G=0.42) + Side member thickness: t,= 1.000 in Main member thickness: t,= 1.500 in i Side member dowel bearing strength: F,, 4,650 psi Main member dowel bearing strength: F„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I,= 1.140 in i Mode I, Mode I, Mode II Mode III, Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P= 725.61 lbs P= 884 lbs B: 1.07 8: 0.57 B: 0.5 B: 0.000 + K,= 2.400 K,= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6 Zm= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs i*000 • Kp= 2.400 P= 297 lbs P= 31CIbs ••• P= ••2E3 lbs 609006 • Min.Design value: Z= 110 lbs Z= 138 lbs Kp= 2.400 Ko= 2.400 •• • Ko Al• 2.440 • • • • 0 Duration Factor: Co= 1.6 Z= 124 lbs Z= 13,Ib!0•• Zs 0140 lbs 0 0 o e 0• Allowable Value Design C 9 2 0)° Z'= 175 lbs/anchor fee:** t • • • Solid members w/d w/out9 Pa : 000000 0.99 • • • • • • ••000• a. With threads present in shear plane •••• • ••••• Fastener type:#10 wood screw (NDS 2012,TR12) •••••• 94,69 •0 0 0• Nominal diameter: 0: 0.190 in Gap: 9i % in •••0 • • •00 • 6666•• Root diameter: Dr: 0.152 in Moment arm: 0.0000 in • Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb• 8004006 psi • Side member: Douglas Fir-Larch(G=0.50) Main member: Steel strap/clip • *00 •• • 0 0 0 0•• Side member thickness: t,= 1.000 in Main member thickness: t,� Q.A&in • • Side member dowel bearing strength: Fe,= 4,650 psi Main member dowel bearing strength: F„_•951,850 psi •00 6• • • Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I,= 1.140 in 00 6 Mode I, Mode I, Mode II Mode IIIb Mode III, Mode IV qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 8: 0.000 Ko= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6 Z,= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs Min.Design value: Z= 163 lbs Z= 953 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs t Allowable Design Value(ZCo): Z'= 262 lbs/anchor Fastener type: 1/4"ITW Topcon N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 \ Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs ;`� 0 Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs ` • r C f • /��/// Actual sparing: 3.00 in Reduction factor: 0.91 v V GA tM (1 • _f� Allowable Design Value(Zf„n,): Z"= 155 lbs/anchor = �• �`• s� •Y_ i r t . r_ Minimum anchor capacity: 155 lbs/anchor •1� *4_ T�AT 5 t • ` Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. -�•flCr -�o OF ; Anchor calculations,minimum required anchors 00 O . Q` w 36.38 Design pressure: 85.0 psf A. 0 R M . Area Load Ind. Max. Anchor /� ONAL \\ Al Zone z O.C. Cap. Laad Result �/ \\ Y� 79.25 (ft) (lbs) (i^) (in) (lbs) Qty (lbs) A, 2.3 195 N/A N/A 155 1 2 98 OK Luis R. Lomas P.E. A Az 7.7 656 6.00 18.00 155 1 5 131 OK FL No.: 62514 1 of 2 5/2/2017 l L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-688-0609 Date: 05/01/2017 t rl IomasccJl rlomaspe.com Anchor Locations: t 36.38 18.19 6.00 T'P. 6.00 T'P. 6.00 13.45 MAX.O.C. 0000 79.25 6 0 0000 •00000 0000•• • •• 0000•• 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 s 0000• ••666• 0000 0000• •• •• •• • 6060•• • •6.6•• • • • • • • !000.6 0000•• 6.00 • • 6 •0000• •6 0 06 • • • • 6 • •• • Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 SP, L��`1," B.CONCRETE: IMUM MPRESSIVE STRENGTH OF 2,000 PSI. D. MC. ASONRY:STRUCTURE:STOED B$OC 048R ATM C90 WITH Fr 2, ALUMIINUM UM-T = `�J`��C ����/�� (.048") 6063 5 FU 30KSI ` 6• .� 052"THICK MINIMUM =*• �5� 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. ��• w Cr TAT 0 F ;k, . � ���••:c�OR10P• ��': Luis R. Lomas P.E. FL No.7 62514 2 of 2 5/2/2017