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WS-18-3238Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.:1 US-1 0-18-3238 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: Approved issue Date:11/08/2018 Expiration: 04/22/2019 Parcel Number 1320 NE 104TH ST, Miami Shores, FL 33138 1122320320220 i Contacts JOSEPH SZUCS 1320 NE 104 ST, MIAMI SHORES, FL 331382662 Owner J&G CARPENTRY INC JAMES DAVIS Business: 5613335042 Contractor Description: CHANGE OUT 1 DOOR NO SIZE CHANGE Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $1.80 $2.00 $2.00 $0.60 $9.00 $2.75 $60.00 $128.15 Valuation: Total Sq Feet: $ 2,942.59 rt 0.00 Inspection Requests: 305-762-4949 Payments Total Fees Check # 30848 Check # 30827 Amount Due: Date Paid 11/08/2018 10/22/2018 Amt Paid $128.15 $78.15 $50.00 $0.00 Building Department Copy 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. OWNER r--..tin IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws ction and zoning. Futhermore, I authorize he aove n4med contractor to do the work stated. thorized Signature: Owner / Applicant / Contractor Agent Date November 08, 2018 Page 2 of 2 lINEa APPS4 b\2\ BUILDING PERMIT APPLICATION BUILDING PLUMBING JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ELECTRIC ROOFING ❑ MECHANICAL ❑ PUBLIC WORKS )3aa N6 /o /- City: Miami Shores Folio/Parcel#: J- 3� -) -3,9,0 . County: RECEIVED OCT 2 1 i8., J T' pFjBC 2O( I - Master Permit No. TG WS 1 ' g243f5 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 33/3 k Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): Jaw ph G✓- J a " ) _ S7 C.43 Phone#30.3 ' iG 1- I Address: i 3 20 NL log 34, 2 City: 1 I et ry) S h i 25 State: � Zip: 33 /`-)22 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: JG Address: �' 3` D r. �WCt f� City: ( O J''\ State: �� Qualifier Name: JQ YY\ € S v'ti S Phone#: 5-G1-�SSS�'1U Zip: 3 `3 �l ( a Phone#: •57e t-RS-C.< hrt•'a State Certification or Registration #: 0 C3 xa�' ) Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: / Value of Work for this Permit: $ !/ `1 I 5- 9 City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ERepair/Replace ❑ Demolition Description of Work: Cho i)c9 Q_ no-1- I do° ct %G S' Z e C hci Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 9-63 •) (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 ha: commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENC TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant 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 ftrst 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. [Signatur OWNER or AGENT? The foregoing instrument was acknowledged before me this 016 day of me or who has produced . L . as ,20 1f' ,by -c)sg-?14 �iu�� wh o wis p rsonally known to identification and who did take an oath. NOTARY PU Sign Print: ;rat►RY °47. RUTH A. BYDASH Notary Public - State of Florida 7 "9j�`orn. A My Comm. ExpiresnAGG 2044200 **k�e glti�ifE�d�lfi are`a�`ltoirry * p**** APPROVED BY ter" 4- **** **** Signatur CONTRACTOR The foregoing instrument was acknowledged before me this ) day of OO,4 , , 20 / , by JQ(Y) e S 0- Pa (/�. , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: n }e (sfxJO Seal: Plans Examiner ost'R!./: ANGELAYOUNG r, * MY COMMISSION # FF 951069 sr , po= EXPIRES: April 12, 20-20 $Qp m. Bonded Thru 6uCg¢t NotAy SJMu;s Zoning (Revised02/24/2014) Structural Review Clerk tViami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows Doors S li is or Fixed Glass claddin . Permits Upon issuance of permits for the scope of work involving the removal, changingand/or replacement of any type of windows, doors, sidelites, skyliis or fixed glass thepermit holder or qualifier bearinghis signature on � �� (cladding) gn the permit application shall abide by the requirements of this department and comply with the following statement Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, , etc. Inspector will also verify anchor ems' type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with product Approval (NOA). Acknowledgement: Date Print Name Property Search Application - Miami -Dade County https://www.m iamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: ' 11-2232-032-0220 1320 NE 104 ST ;Miami Shores, FL 33138-2662 Owner 1JOSEPH SZUCS &W KAREN Mailing Address 1320 NE 104 ST 1 MIAMI SHORES, FL 33138-2662 PA Primary Zone Primary Land Use 11100 SGL FAMILY - 2301-2500 SQ 0101 RESIDENTIAL - SINGLE FAMILY:1 UNIT Beds/Baths/Half 13/3/0 Floors Living Units 11 1 Actual Area ;2,827 Sq.Ft ;1,902 Sq.Ft 12,465 Sq.Ft Living Area Adjusted Area Lot Size 18,850 Sq.Ft Year Built 11952 Assessment Information Year 2018 2017 2016 Land Value $309,729 $309,729 $309,729 Building Value $144,942 $144,942 $144,942 XF Value ...................-$25,063 .......................... $25,234 . $25,405 Market Value $479,734 $479,905 $480,076 Assessed Value $200,469 $196,346 $192,308 Benefits Information Benefit Save Our Homes Cap Homestead Type Assessment Reduction Exemption 2018 $279,265 $25,000 2017 2016 $283,559 $287,768 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regiona ). Short Legal Description RIVER BAY PARK ADDN PB 40-72 LOT 1 BLK 4 LOT SIZE 75.000 X 118 OR 13424-3162 0987 1 Generated On : 9/18/2018 Taxable Value Information 2018 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value School Board $150,469_$146,3461 $142,308 Exemption Value Taxable Value City } $25,000 $175,469 $25,0001 $171,3461 $25,000 $167,308 Exemption Value $50,000 $50,0001 $50,000 Taxable Value $150,469 $146,346 $142,308 Regional Exemption Value $50,000 $50,0001 $50,000 Taxable Value $150,469 $146,346: $142,308 Sales Information Previous Sale 09/01/1987 Price $156,000 OR Book -Page 13424-3162 Qualification Description 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 Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.goy/info/disclaimeresp Version: SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE 12055 BISCAYNE BLVD MIAMI, FL 33181 Phone: (305) 981-2959 Salesperson: LMM4LI Reviewer: SBBOAD Name o SZUCS JOSEPH Phone 1 (305) 401-6574 1— Address 1320 NE 104TH ST Phone2 0 0 Company Name (/) City MIAMI SHORES Job Description DOOR INSTALL -FL# 14569.1 State FL Zip 33138 County MIAMIDADE Page 1 of 17 No. H6322-123193 REPRINT 2018-09-19 11:13 INSTALLER DELIVERY#1 MERCHANDISE AND SERVICE SUMMARY reserve e stoherghttolimitthequantitiesofinerchandise sold toREF# 101 ��� STOCK MERCHANDISE TO BE DELIVERED: REF # SKU QTY UM DESCRIPTION PI TAX P EA* EXTENSION R02 1001-753-972 3.00 EA 1X8-8FT PT GC WEATHERSHIELD / A o $7.67 $23.01 R03 1001-753-990 3.00 EA 2X8-8FT #2PRIME PT GC / $8.88 $26.64 R04 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK / t' N $1.69 $45.63 R05 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING / A N $1.19 $28.56 S/O - MDSE TO BE DELIVERED: REF # S06 ESTI IVAL DATE: 10/09/2018 P.O. #22544699 REF # SKU QTY UM DESCRIPTION PI TAX PRICE EACH EXTENSION S0606 0000-665-683 1.00 EA CARDOVA IMPACT / CARDOVA IMPACT SO EL 28 DAYS 0 / UNIT SIZE 37 1/2 X 81 1/4 IMPACT PREH - ITE CARDOVA DOOR PAINTED WHITE. SATIN NICKEL HI A 6 9/16 AURALAST JAMB. RIGHT HAND OUTSWING WIT UMINUM SILL A N $1,536.74 $1,536.74 ERCHANDIS TOT $1,660.58 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER W SS1.E LE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTA i #I01 AT TIME OF INSTALLATION. �' )7 NOTE: UPON RECEIPT OF ALL S/O MERCHANDIS - - LLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. ..A Check your current order status online at www.homedepot.com/orderstatus *** CONTINUED ON NEXT PAGE *** Page 1 of 17 No. H6322-123193 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SZUCS Page 2 of 17 No. H6322-123193 INSTALLATION #1 REF # 101 ESTIMATED INSTALL BEGIN DATE: 09/17/2018 ESTIMATED INSTALL END DATE: 10/17/2018 MERCHANDISE TO BE INSTALLED: REF # SKU QTY UM DESCRIPTION R02 1001-753-972 3.00 EA 1X8-8FT PT GC WEATHERSHIELD R03 1001-753-990 3.00 EA 2X8-8FT #2PRIME PT GC 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 S0606 0000-665-683 1.00 EA SO JW EXT STEEL 28 DAYS OR LESS BASIC INSTALLATION LABOR: - SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 -672 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 1.00 EA N $287.00 $287.00 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" WIDE X 96" HIGH/ 1.00 EA N $90.00 $90.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 36"X96"/ 1.00 EA N $145.00 $145.00 22 UPCHARGE FOR HARDWOOD OR STAIN GRADE MATERIAL OR PREFINISHEDDOOR/ 1.00 EA N $125.00 $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 REQUIRED LED TESTING 0.00 PA N $0.00 $0.00 3 TRIP CHARGE FOR CASING 1.00 PA N $75.00 $75.00 INSTALLATION SITE NAME: SZUCS,JOSEPH INSTALL LABOR CHARGE: $887.00 ADDRESS: 1320 NE 104TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: ($50.00) COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N , :* INSTALL TOTALDUE $837.00 PHONE: (305) 7565364 ALTERNATE PHONE: (305) 7565364 CONTINUED ON NEXT PAGE *** Page 2 of 17 No. H6322-123193 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SZUCS Page 3 of 17 No. H6322-123193 INSTALLATION #1 (Continued) REF #I01 BASIC INSTALLATION LABOR INCLUDES: * PRE -INSTALLATION JOBSITE INSPECTION AND 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 OF PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR * INSTALL NEW CUSTOMER PROVIDED SINGLE LAYER INTERIOR CASING 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 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 ** CONTINUED ON NEXT PAGE *** Page 3 of 17 No. H6322-123193 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SZUCS INSTALLATION #1 (Continued) Page 4 of 17 No. H6322-123193 REF #I01 END OF, INSTALL #1 INSTALLATION #2 REF # 108 ESTIMATED INSTALL BEGIN DATE: 09/17/2018 ESTIMATED INSTALL END DATE: 10/17/2018 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 -442 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 7 PERMIT FEE/ 390.00 EA N $1.00 $390.00 INSTALLATION SITE NAME: SZUCS,JOSEPH INSTALL LABOR CHARGE: $390.01 ADDRESS: 1320 NE 104TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N $390.01 DUE'= PHONE: (305) 4016574 ALTERNATE PHONE: (305) 4016574 _INSIALL,TOTAL INSTALLER SPECIAL INSTRUCTIONS: FL# 14569.1 BASIC INSTALLATION LABOR INCLUDES: ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL 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. CONTINUED ON NEXT PAGE '"'# Page 4 of 17 No. H6322-123193 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: SZUCS Page 5 of 17 No. H6322-123193 INSTALLATION #2 (Continued) REF #I08 THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED END OF INSTALL #2 INSTALLATION #3 REF # 109 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 -672 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 0.00 EA N $287.00 $0.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 6 133 - LEAD SAFE WORK PRACTICES (QTY X $1.00)/ 55.00 EA N $1.00 $55.00 INSTALLATION SITE NAME: SZUCS,JOSEPH INSTALL LABOR CHARGE: $55.00 ADDRESS: 1320 NE 104TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N ,- ' ' Ate' INSTALLTOTALDUE:t $55 00 PHONE: (305) 4016574 ALTERNATE PHONE: (305) 4016574 END OF INSTALL #3 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): A: 90 DAYS DEFAULT POLICY; 'The Home Depot reserves the right to limit / deny returns. Please see the return policy sign in stores for details.' ORDER TOTAL' SALES TAX $2,942.59 $0.00 TOTAL $2,942.59 BALANCE DUE $0.00 END OF ORDER No. H6322-123193 Page 5 of 17 No. H6322-123193 Customer Copy r iarni Shcres Village V / , ,face. irc,r-r(:•)'iCNIP1 it }cr ALL.}T.UEFAL ;TATE ANO CCIjN"iY rRUL`S AND REGULATIONS l'''" IAPFROVED1 w BLDG DEPT 1 O wj 0 z 2 1 NN cr Ui 36" X 80" 1 REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. ns05 • • • • . .. r RECEIVED OCT 2 2 2018 a__tec=1-7 .. • • • • • •• • • • • • • • • • • •• • • • • .• • • . • •• • • OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 36 80 20.00 4 46.4 -50.5 FL14569.1 60.0 I -60.0 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. 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 MEAN ROOF HEIGHT c 12 FT 11 IN SZUCS RESIDENCE 1320 N.E. 104TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 01/09/2018 - 12:34pm intern 1 V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONEF4 PRESSURES 7 Mean Roof Height DESIGN PRESSURES (PSF) - Z e E 4 Areof Opening (Sq F 10 20 30 40 -49.1 1 -45.9 -45.1 0-10ft 1 +45.3 +42.1 +41. 20 ft 26 ft 30 ft 36 ft 40 ft 45 ft 50 ft 55 ft -52.7 +48.6 -55.4 +51.1 -58.0 +53.5 -59.5 +54.8 -61.4 +56.6 -62.5 +57.6 -63.8 +58.8 -65.0 +59.9 -66.1 +60.9 -49.3 +45.1 -51.8 +48.8 +47.5 -55.6 -54.2 +51.1 +49.7 -57.0 +52.4 -58.8 +54.1 -59.9 +55.1 -61.2 +56.2 -62.3 +57.2• -63.3 +58.2 -55.6 +50.9 -57.4 +52.6 -58.4 +53.5 -59.6 +54.6 -60.7 +55.6 -61.7 +56.6 -48.3 +44.2 -50.8 +46.5 -53.2 +48.7 -54.5 +49.9 -56.3 +51.5 -57.3 +52.5 -58.5 +53.5 -59.6 +54.5 -60.6 +55.4 60 ft -67.1 -64.3 -62.7 -61 +61.9 +59.1 +57.4 +56. +43.5 -50.1 +45.8 -52.4 +47.9 -53.7 +49.1 -55.5 +50.7 -56.5 +51.6 -57.7 +52.7 -58.7 +53.7 -59.7 +54.6 INTERIOR ZONE (4), EXTERIOR 20- P'4 Neer • a= 10% OF LEAST HORIZONTAL DIMENSION OR 400/o OF M AN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a a ROOF HEIGHT EXTERIOR ZONEFS PRESSURES Mean f DESIGN PRESSURES (PSF) - ZONE 5 Area of Opening (Sq Ft 3 fight 10 20 30 40 50 10 ft -60.7 -56.6 -54.2 -52.5 -51.2 \\ +45.3 +43.3 +42.1 +41.2 +40.6 1�5 ft -65.1 -60.7 -58.1 -56.3 -54.9 +48.6 +46.4 +45.1 +44.2 +43.5 20 ft -68.4 -63.8 -61.1 -59.2 -57.7 +51.1 +48.8 +47.5 +46.5 +45.8 26 ft -71.6 -66.8 -64.0 -62.0 -60.4 +53.5 +51.1 +49.7 +48.7 +47.9 -73.4 -68.5 -65.6 -63.5 -.0- 30 ft +54.8 +52.4 +50.9 ' .9' 4491 36 ft -75.8 -70.7 -67.7 - ; ; +56.6 +54.1 +52.6 + _- 0. 40 ft -77.2 -72.0 -69.0 - 6. 1 +57.6 +55.1 +53.5 --+ 21_ 45 ft -78.8 +58.8 -73.5 +56.2 -70.4 +54.6 -68.2 +53.5 . +52.7 50 ft -80.2 -74.8 -71.7 -69.4 -67.7 +59.9 +57.2 +55.6 +54.5 +53.7 55 ft -81.6 -76.1 -72.9 -70.6 -68.8 +60.9 +58.2 +56.6 +55.4 +54.6 ft -82.8 -77.3 -74.0 -71.7 -69.9 r✓ i +61.9 +59.1 +57.4 +56.3 +55.4 ELEVATION GHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT WIND VELOCITY = 175 MPH EXPOSURE'D' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE OPENING - URE BELOW LEFT OR INFOR ON'P`OV111ED T1.1. ANY QUESTIONABLE 0 TO 5. EFF �- -,IDENTIFY THE BUILDING M F MEAN ROOF HEIGHT CANN T 2.1. ALWAYS ROUND UP; • •F Ft, a2. VALID FOR ALL ROO • ES:`F 3. CALCULATE THE TRIBUTARYIMEA TH) OR THE SPAN LENGTH (HEIGH 3.1. USE THE AREA BETWEEN STRUCTU MRH<_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) TOR -(ZONE 4) OR EXTERIOR (ZONE 5) PER THE • • . = •THERS. •NSID D THE MORE CRITICAL (EXTERIOR) ZONE v T FROM THE LOWEST GROUND ELEVATION. IF f } PEAK (HIGHEST) ROOF HEIGHT. N =LE VALUE. EE AN ENGINEER FOR REDUCTIONS. STION AS THE GREATER OF (HEIGHT * ,,'� • IVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 'OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER • TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 4 TREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 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. ERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS 41 THAN THE RATED LIMITING WIND VELOCITY ABOVE. '3. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS �a9 ED-HEREIN. FEER-ANY.!?RRO RR$�V D CERTIFICATION. REFER TO ANY SEPARATELY STALLATION INFORMATION AND APPLICABILITY !ACCORDANCE WITH GOVERNING CODES. ANCES. {= HOST STRUCTURE. ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. V 10. THIS SPECIFICATION DOES NOTr SUBMITTED TEST CRITERIA AND OTH61R OF THESE TABLE VALUES WHICH IS TO BSIVE 11. ADHERE TO ALL LOCAL IMPACT PRQIECTIO 12. NO CERTIFICATION IS OFFERED; O 13. EXCEPT AS EXPRESSLY PROVIDE LEAST HORIZONTAL DIMENSION O ® PLAN VIEW\ COMPLEX CORNERS cWminztn0'. T,14-4Tn"n_ m r m m 00 ZA 3 m Z Z. -1m�Gfr^3,x..s�tf 2 m 0 0 m. i z •m vIp�DDZ9P�"TCZ►I D ,„ xOZ�O>Zm��mzi �i �;>z m1161 >D9p� _• • • • ••N n0 r; LT ri w to• •��a�� 1zm • D rpm li, L�m>m .-1 w -•OHO• r a m r- i • • •G zz•i btAQ<Da/ 0 0-DIx4'0 i0'4g O OCZ-p0-nrr---j PD I1nn Om wm 7:,I Z` r z n „¢, inmM 0 „ O • •• • • • • D TO SCo x O Z 73 mH3 n ;t0� > CO 1-1 m0 0 C Z m 00 O I In m z ZZt-LtSd14-00 o REMARKS n INIT ISSUE 2 REV -ADJUSTED HEIGHTS REV 2014 FBC 9 UPDATES, 2017 FBC DRWN CHKD GSS TSB GSS TSB DGM TSB FLB FLB DATE 03/05/12 04/09/12 06/10/15 12/17 ii THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, 9 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7, WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS. DR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 6TH EDITION FLORIDA BLt[d;D1 G QD•E• 2017 • • • • ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS 8eELADDING MASTER PLAN SHEET • • • • • ASCE 7-10- • •• ,,,gNGINEERING . • EXPRESS ° CORPORATE OFFICE. 160 SW 12th AVENUE, SUITE 106 • • • . • . DEE:2FIELD BEACH, FL 33442 • • • • •• • P,� 954) 354-0660 F: (954) 354-0443 •• • • • • • • CERT OF AUTH 89885 • • • • • E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM o ZC ur Co am z D 0 0 I HG ida 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Product Approval USER: Public User Pr)cuct Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL14569-R9 Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. ' • • • • • • • •• • •••• • • • • •••• Publications arnowtaioxs'to_MA ctoe FBC Staff BCIS Site Map Links Search Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative • •••• •• • • • • • • •••• • •• •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • •• • •• • . • • • • •• • JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL14569 R9 Ectuiv ASTM E84 Equivalency Letter SS 2017-08-31,pdf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 10/02/2017 10/03/2017 10/11/2017 FL # 14569.1 Model, Number or Name Description Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes / Design Pressure: +60/-60 Other: Product must be installed per manufacturer instructions as stated on drawing 3W0509-03 C Full Lite Door, Outswing, 6'-0" x 6'-8" Certification Agency Certificate FL14569 R9 C CAC NI006255-R7 Certificate.pdf Quality Assurance Contract Expiration Date 09/30/2019 • • Installation Instructions • • FL14569 R9 II JW05%910.3 :nstallatiwo.pcif Verified By: Hermes Nineini• 778 • • • • • • Created by Independent Third Party: Yes. Evaluation Reports FL14569 R9 AEn PER 2'IsdJ •• • • • • Created by IndependeneThitd Party!Ye4• •-•.•••. •• •. •• • • • • • • • •._• • •_• 14569.2 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: 14569.3 Limits of Use Contours Steel, Wood Edge Full Lite Door, Inswing' '-0'•x 6'-8" • • • • ._.•_•_•-•..•v..._._..-.._...._...._._..........• Certification AgencyCertifi;ate • • • FL14569 R9 C CAC NI006255.02- 4 •Gc-.Pficate Pdt• • • • Quality Assurance CpntrattExpirAtion Date • 06/30/2019 • • • • • •• • • Installation Instructions • • • • • • FL14569 R9 II JW0509-04 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3393.pdf Created by Independent Third Party: Yes Contours Steel, Wood Edge Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 14569.4 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Certification Agency Certificate FL14569 R9 C CAC NI006254-R5 Certificate.Ddf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R9 II )W0509-01 SS 2015-07-02.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3391.Ddf Created by Independent Third Party: Yes Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 14569.5 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FI14569 R9 C CAC NI011067 NI011062.01 Certificate.pdf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R9 II )W032012FL Installation.edf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3321 pdf Created by Independent Third Party: Yes Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Certification Agency Certificate FL14569 R9 C CAC NI011061-R1 Certificate.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: 14569.6 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 14569.7 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R9 II 3W072012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3322.pdf Created by Independent Third Party: Yes ;Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Certification Agency Certificate FL14569 R9 C CAC NI011082-R1 Certificate.odf Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R9 II S-2104 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3398.odf • • Created by Independent Third Party :Vfes+• • •._•._........___w_....................._"____._..a • ___._ ...... ......... ••...... •........................y..•••.. .............___ ._•.._......._........ Opaque Door, Outswinq,4/•2•w/out •SMolii es, 8'-11" Certification Agency Certificate • FL14569 R9 C CAC NI4diC96-R1-AiY311096.01-• RI Certificate.odf • •• • • • Quality Assurance Ccntast•Expiritjonpate • • 08/31/2019 • • • • • Installation Instructions • • • • • FL14569 R9 II S-21CII3 n.b:ff • • • Verified By: Hermes Norero 7C778 • • Created by Independent Third Party:Yes • • • • Evaluation Reports • • • • ; • • • FL14569 R9 AE PER3832,pdf • • • Created by Independent Third Party: Yes • • • fontact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Soovriaht 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 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: rant sk Credit Card Safe securltvMET1lcs BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 August 24, 2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Jeld-Wen 3737 Lakeport Blvd. Klamath Falls, OR 97601 398 E. Dania Beach. Blvd Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com • • • • • •• • •••• This document shall serve to state that Jeld-Wen products tested in accordance with ASTM t8ii.o5 Florida Building Code shall be qualified for the requirements of the 6th Edition Florida BuildingC x e •• •• • • •..,- •. • •••• • • • • • •••• • • . as p$r tte•Sth Editjvp.. .. • . • .. . • • The testing on the products complies with the requirements specified within the ASTM E84:fn andard, as'required by'. the 6th Edition Florida Building Code. This standard is listed under Chapter 35 of the current•Floriia BuilciingCride and titled "Standard Test Method for Surface Burning Characteristics of Building Materials". •..• . • . . . ..• • . ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05. All test results meet or exceed requirements of the 6th Edition Florida Building Code. %‘‘‘ DES F. 4.7 • • * -o • -A ',,`S'S/ONAL 04 ,%%` Digitally signed by Hermes F. Norero, P.E. /i lilt t `t 0%0 Reason: I am approving this document Date: 2017.08.31 09:51:27 -04'00' Hermes Norero, P.E. Florida Registered Professional Engineer#73778 Respectfully submitted, ►1l0 O� Certification of Independence: Please note that I do not have nor will I acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed product(s). Page 1 of 1 wimmim NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006255-R7 10/14/2005 Structural JELD-WEN 104-3 05/05/2015 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. . . COMPANY NAME AND ADDRESS • • PRODUCT DES F;TION::::• JELD-WEN Series "Contour Premiwp.Steel Lion"• • • • 3737 Lakeport Boulevard Double In-Swing/Out-Sw&mg.SteeLWood- Klamath Falls, OR 97601 Edge Entry Doors w/Ogk.tmract Glass or • • • • ODL Allen Frame and:Enitgra Ultimate Hurricane Asfagal . • •. •. Configuration: XX Glazing: IG-1/8" Tempered Glass/ Laminate-1/8" Annealed Glass/0.090" Solutia Interlaver/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83 ") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3195-1/SJW2011-070/W-1556/W-1565 September 30, 2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 • •• • • • • • •. • • • • JELDINEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL° INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 201-94 TAS 202-94 TAS 203-94 2, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL 8E AS LISTED AND SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 4. DESIGNED PRESSURE RATING SEE TABLE 1. PAGE 1. 5, THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021 " min) thickness. Galvanized steel A-525 commercial quality AKDO per ASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density, by Jeld-Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021"min) galvanized steel. The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21" high x 1.688" wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact 1"IG. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endure. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4-9/16"x 1-1/4". The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7'16 " crown x 2" long staples on each side. Glazing: ODL insulated lite is 1" overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into the panels. 80 3/4" MAX. FRAME HEIGHT 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH SINGLE OUTSIYING UNIT fX) SCALE: 1/2" =1'-0" 79 1/4' MAX. PANEL • 74" MAX. OVERALL FRAME WIDTH 36 1/2" MAX. PANEL WIDTH -- W/ASTRAGAL FRAME HEIGHT REF ASTRAGAL BOLT ITEM # 12 DOUBLE OUTSWING UNIT (XX) SCALE. 1/2" =1'-0" ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE TABLE I DESIGN PRESSURE RATING j// APPROVED FOR USE WHERE PPROVED FOR RVAIIER • INTONATION IS RIIDUMED• POSITIVE +60.0 P. • • NEGATIVE • • • •-60.0•3F • • ••• • •• TABLE OF CONTENTS SHEET# DESCRIPTION • • • • • • • TYPICAL ELEVATIONS • • • ••• ••• • • • 2 3 HORIZONTAL CROSS SECTIONS VERTICAL CROSS SECTION & BILL OF.t &ERIIQ• • • • • • • • • 79 1/4' MAX. PANEL HEIGHT •NI TES:•• •1 •- ALL VIEWS FROM EXTERIOR. :Z..— arQR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN • • MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. ¶ • 3 •— IR VERTICAL ANCHOR IN 1X BU ,onTYpj�I IN MASONRY/CONCRETE. SEE WE - Z'5 FF 8 ?AILS. ,,;�'. p �0 • f'Nc2 74 7$' • •• E-0 STATE OF : re 11 iDtiGDNlSb,s,s 4: 39� ip B F FBPE CEi1�I•I RUYMI4? f10. 29578 4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS 5 ANCHORING LOCATIONS 6 COMPONENT DETAILS 7 UNIT COMPONENTS • ••• • • • • • • • •• • • Digitally signed by Hermes F. Norero, P.E. Reason jam approving this document Date: 20115.02.09 11:1404-05'00' • • • • • • • • • • • • • • • f • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W O ppF WNZ O0Cr I-0 _ Q 00 W O: —I p — CO O W O V)FO O J tL- 0 co I .- 0 p C PART OR ASSEMBLY: (n J (.0 0 m z 0 1- 0 W 53 z 0 -J z CO 0 0 z z 0 0 0 0 z 0 5- -J 11.1 W z z 0 Fit w a w z N O 02 if) N O CO V d- 0 n N t- 0 W m Q 0 z A LlACI(1AIC DATE: 6/ 18/ 13 SCALE: AS NOTED DWG. BY: EAG CRK. BY:S. SAFFEL DRAWING NO.: JW0509-03 SHEET 1 OF 7 1 /4" MAX. SHIM THK. 1 1/2" MIN. EMB. SEE DETAIL A SHT. 7 SEE DETAIL G SHT. 6 • 0 • INTERIOR 0 0 • EXTERIOR 1 1/2" MIN. EMB. 1„ MIN. 1" MIN A VERTICAL CROSS SECTION TYP. 2 WOOD FRAME INSTALLATION L SCALE: 1'-0 0 1" MIN. z 1 /4" MAX. SHIM THK. SEE DETAIL A SHT. 7 w.ravnis►`lOAO Vir lokdb 1" MIN. o® 0 0 1.40 • • SEE DETAIL G SHT. 6 ® I INTERIOR ED 0 • I-- 1" MIN. - 0® • • • EXTERIOR ••• • • • • Item DESCRIPTION Material 1 SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 3 4" x 4" BUTT HINGE 12GA. (.089" MIN) STEEL 4 #9 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 5 #10 PHILLIPS HD SCREW WITH 1 1/2" MIN. EMBED. STEEL 6 #10 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 7 #8 X 3" PHILLIPS FLATEHEAD WOOD SCREW STEEL 8 #8X1" PHILLIPS FLAT HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q-LON QDS-650) VINYL 11 OUTSWING THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16" x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Ga. 7/16" CROWN x 2" LONG STAPLES STEEL 15 KWIKSET LOCK SERIES 400 STEEL 16 KWIKSET DEADBOLT SERIES 780 STEEL 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1" IMPACT IG ASSEMBLY BY ODL GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (SOLID WOOD x 12" LC) WOOD 26 TOP RAIL (LVL) LVL 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL 28 EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD-WEN) FOAM 29 STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) A-525 COMMERCIAL DUALITY 0.021" MIN. THICK.) STEEL GALVANIZED 30 ODL LITE ALLEN FRAME (ALUM 6063 T5 ALUMINUM 31 HINGE SIDE STILE (FINGER JOINTED LVL LVL 32 LATCH SIDE STILE (FINGER JOINTED LVL LVL 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 34 3/16" ITW BUILDEX TAPCON WITH 1.25" MIN. EMBEDMENT STEEL 35 OPTIONAL 1x WOOD BUCK WOOD NOTES: ID FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE SHEET 5. C> C> • • • • FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ciEIIBEDMENT IS ACHIEVED. •• •• • 1• MIN. VERTICAL CROSS SECTION TYP •• • • • •• • • • • ••• • • • • • • • • • • • • •• • • CONCRETE INSTALLATIM • S TALE: 6: _ '-' "• ••• ..• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Np 6 6W A' FBPE CER4/4EdH&*N NO.295 38 T OR ASSEMBLY: a N 0 (3g 3 cc O m coo 00 wl>noV z W w w Ox UD_D_ - 0 J LI-1 CC CC CC w ww = Z z z — w w w �0< w O 0 m DATE: 8/1 8/ 13 SCALE: AS NOTED DWG. BY: EAG C\/I Cin NC CHK. BY:S. SAFFEL DRAWING NO.: JW0509-03 SHEET 2 OF 7 m©© " MIN. 1" MIN. 1" MIN. M N. 1" MIN. 1 1/2" MIN. 1/4" MAX. SHIM SEE DETAIL A SHEET 7 SEE DETAIL G SHT. 6 0 ED HORIZONTAL CROSS SECTION TYP WOOD INSTALLATION (SCALE' 6"=1'-0") 1 1/4" MIN. EMB. 1/4" MAX. SHIM SEE DETAIL A SHEET 7 HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6"=1'-0") INTERIOR EXTERIOR INTERIOR E ASTRAGAL CROSS SECTION TYP 3 (SCALE: 6"=1'-0") 1 1/2" MIN. 1/4" MAX. SHIM SEE DETAIL A SHEET 7 HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE' 6"=1-0") 1 1/4" MIN. EMB 1/4" MAX., ` SHIM SEE DETAIL A SHEET 7 HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6"=1'-0") lk-• • • • • •FO %CO: M$SOI44? AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34). SEE • SHEET Ti. • • • ACTIVE • •• •�••� • • ••• • • • h l FOR HQRIZQNTA, ANCHEe IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR `o11I111/11Z J A''Y •• f. 1 * N,q ..3777 * = "STATE • OF Z. i��pAY.E NO,�.Td771�� 3D `fyQAIMippYIB GA 1r. F44 '`38 FBPE CEAf1•t ii&Mio. 29578 MIN MIN. 1" MIN. 1" MIN. NOTES: E> ASTAGAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). E) LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE #8 X 3" PHILLIPS FLAT HEAD WOOD SCREWS. D. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ITW BUILDEX TAPCON. re -,OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OEM 'x? t:ST gNfl ,LONG AS MINIMUM EMBEDMENT IS ACHIEVED. `I V • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • 0 1D Z a r` is a 0 N O wO0 0 MN Q d N 0 0 co l0 • 0_ (3 co CO a d (5 N S m-vv OJ mu-� Cans Y n L L (x0 �r> and L,_ E m W U UJOF WNZ 000 U 0 CC 0CL-J 0 - m .UO QL(J NCO E J 0L. I .A- 0 (0 1n O: PART OR ASSEMBLY: to U 1 z 0 1- 0 W 0 N 0 J O 0 • U W IV 0 q U sN O U Z oQ LY o W 0 Z o' CO 0 LC) N co co "4- co cr Id Z W O 0 O t` N 2- m LLI 0 0 W 0 U m O Z FA/IC�n nIC DATE: 6/1 8/ 13 SCALE: AS NOTED DWG. 8Y: EAG GHK. BY:S. SAFFEL DRAWING NO.: JW0509-03 SHEET 3 OF 7 1/4" MAX. SHIM THK. 80 3/4" MAX. OVERALL FRAME HEIGHT — 1" MIN. 1" MIN. SEE of DETAIL G 6 SHT. 6 — 1" MIN ©e 1" MIN. 1" MIN. _EXTERIOR 1" MIN. VERTLC•L CROSS SECTION TYP OPERATING UNIT 1X BUCK OPTION IN MASONRY/CONCRETE (SCALE 6"=1'-0") 1" MIN MIN. 1" MIN. MIN. HORIZONTAL CROSS SECTION TYP. OPERATING UNIT 1X BUCK OPTION IN MASONRY/CONCRETE (SCALE: 6"=1'-0") 1 1/4" MIN. EMB. CONCRETE/ MASONRY BY OTHERS SEE DETAIL G SHT. 6 1/4" MAX. SHIM 1 1/2 MIN. EMB. • • • }*� s • • • r•Npr: ON=A�I ONIi'•AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & �'34), SEE SEE DETAL 14 • '� ♦iHE54) ON SHED? 7 • •� • • • • • 1 1/4" MIN. EMB 1/4" MAX. SHIM SEE DETAIL A SHEET 7 1 1/4" MIN. EMB 1/4" MAX. SHIM SEE DETAIL A SHEET 7 HORIZONTAL CROSS SECTION TYP. OPERATING UNIT 1X BUCK OPTION IN MASONRY/CONCRETE RIGHT HINGE SHOWN, LEFT HINGE OPPOSITE SHOWN (SCALE 6"=1'-0") SEE DETAIL G SHT. 6 INTERIOR EXTERIOR •• ••• • • • • • •• • ••• • • • • • • • • • . E> OPTIONALLY, ANCHOR c,AN BE PLACED IN NARROW SECTION OF `F*U 1kkIRAI@1jS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ••• ••• • • • • • • • • ••• OPTIONAL MASONRY/CONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB ••• • • • • • • • • • • • • • • • • • • • • 41 • • • • • • • • • • • • • • • • • • • • • 410 • • • • • • • •. 000 • • • ••• • • • ••• • • • • • • • •• • • • 0 m r Z w �D.- O > c C 0 O E O co N 0 ._ m N O 0 c0 0 'r a0com - N _ s t n ii N — V V O.--, m L) 0) 04Q LL g-, ce, m . L.,_ E la 0 cc In ° J0 0) 1- —0 Q } OCC '= z O� O Y 1- Of- 04.1 COM XO U rn w 0 r U 01 z 0 t= 0 w 0) 0 z O 1n tr a 0: z 0 0 Nr CO 0 N 10 a 0 0 0 d N L,J 0 w U m 0 z GATE: 6/ 18/ 13 cn z 0 w 0: scALE: AS NOTED DWS. BY: EAG CHIC BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 4 OF 7 co co r r7 0 a II w - CO 0 0 I- 0 0 W 1 al (n 0 111 37 /2" -- ANCHORING LOCATIONS OUTSWING SINGLE UNIT (X) SCALE: 1/2" =1'-0" DETAIL A SCALE: 3" =1'-0" SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6 co 00 N W 20 ro 40 SEE DETAIL A SHEET 5 ALL DOOR MODELS DETAIL B SCALE: 3" =1'-0" 12 1/2" TYP. SEE DETAIL E SHEET 6� SEE DETAIL B SHEET 6 6"— ANCHORING LOCATIONS DOUBLE OUTSWINC UNIT fXX) SCALE: 1/2" =1'-0" • •• • • • • • • • • • • • • • • •• • • • •• • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • SEE DETAIL B SHEET 5 40 SEE DETAIL A SHEET 5 • ••• • • • • • . • •• • • ``4414111f IJ/J� 39✓i P•q'1(1(38 FBPE CE 1 ,Of R `FF 0. 29578 0 Za a-60,.-m Wo o m O M N A d N O • o CO O.0mm e 2 o f m 2) 2n 0 r` IL " i (` L L (6 3M (D_(L E co w CD W N O00 0 .00 0 c, 0:--� 0 - m LJ CD �HO -- O J • 00O n IZ 0 o(n a PART OR ASSEMBLY: (n Z 0 4- 0 (4) O J J Q Z 0 2 0 Z J cD 0 m 2 z 0 F 0 0 x h U) u7 z 0 to IJ 0 w z 0 0 3 0 0 z O 0 0 O O a) ) z 0 (7) (Y 0 w z 0 CO (D O v z 0 u) w a w z (l 0, 0 r N W 0 w m 0 z AC\/i CI(1 AIC DATE: 6/ 18/ 13 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFEL DRAWING NO.: W0509-03 SHEET 5 OF 7 • • • • • •• •• • • 4 9/16" DETAIL A -HINGE MOUNTING DETAIL SCALE: 3" =1-0" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP DETAIL E ASTRAGAL RETAINER STRIKE PLATE FOR SILL SCALE 3" =1 "-0" ANCHOR © EXTERIOR SIDE EXTERIOR INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1-3/8" DEEP DETAIL B THROWBOLT STRIKE PLATE FOR HEAD SCALE: 3" =1 "-0" DETAIL F - ENDURA ASTRAGAL FASTENER SPACING USE 418x1" PPH WS SCALE NTS DETAIL C STRIKE PLATES TO JAMBS SCALE: 3/8" =1'-0" • ••. ••!. 1,34-i'APL I - 030L GZAZPNG• DETAIL ISULATED CLASS SCALE: 6" =1'-0" DETAIL D STRIKE PLATES TO ASTRAGAL SCALE: 3/8" =1'-0" 1/2" x 1/4" CU—D SPACER X ¢ I— �N v7 — EXTERIOR •• s•• • • 5/8" GLASS • • $ITp•' • • • • • • • • • • • • •.• ••• ••• • • • . • • • • • •• • • • • • • • • • • • •• • • • • • • • • • 1/8" TEMPERED GLASS 1/2" AIR SPACE N 0.090" PVB NTERLAYER BY SOLUTIA 1/8" ANNEALED 0 0 ooi__ W N Z O 05cr - O CY .00 O Q. 0 O O w3c( v)00 O N 1z (O V1 a PART OR ASSEMBLY: COMPONENT DETAILS 0 cD Lil 3 W 0 0 m z O 0 0 8) 0 0 z 0 0 0 0 U z 0 O 0 0 z 0 rn 0 0 z 0 0 CO z 0 Ern 0 z 0 0 r N w 0 W c 0 z • ••• • • • • • • • •• r • ••• • • • • ••• • • • • • • • • • • • ••• w • • • • • • • • • • • • • •• •• • • • •• .• 01141 • • • 000 • • * • Nd7' • -`TTATE (y9� CC — DATE: 6/ 18/ 13 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFEL DRAWING NO.: JW0509-03 SHEET 6 OF 7 4 9/16" ////// //!/// //// 1— 2 3/16" -- WOOD JAMB FINGERJOINTED PINE SCALE 6" =1.-0" z — 2 1/2" 0 0 %3 ASTRAGAL STRIKE PLATE SCALE: 6" =1.-0" a 1 0 4" 1/16" (Min) ®BUTT HINGE 4x4x12 CA. SCALE: 6" =1.-0" 1 13/16" 1 1/4" (R-t ASTRAGAL BOLT & LATCH •O SUPPORT BLOCK _ fl 1 N 1 yl f 9/i6„ te;j °COMPRESSION WEATHERSTRIP QDS-650 SCALE: 6" =1'-0" 3 1/8" ' 7 ENDURA ALUMINUM ASTRAGAL 25 LOCK BLOCK — WOOD SCALE: 6" =1'-0" 3/16" C—SINK. 18" ASTRAGAL BOLT MAT.— C/R STEEL ROD %2 ZINC & YELLOW CHROMATE SCALE: 6" =1'-0" SCALE 6" =1'-0" •• • • • • •• • • • 1 3/16" -{ 4 9/16" " OUTSWING THRESHOLD (ENDURA) SCALE: 6" =1'-0" TOP RAIL (LVL) HINGE STILE (LVL) LATCH STILE LVL SCALE: 6" =1'-0" • • • • •• •• • • • • • • • • •• NOTE 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. Ei DInft • • • WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMES" • • • 2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING.IATA MbI.LIdNS: • 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED! • • WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL A — COUNTERSINK DETAIL SCALE 1/4" =1'-0" — 2 1/2.. } CO --1 11/16"— i 1/8.. 5/16" — SiRdGAL SILL • T IKE PLATE • �8C le: 6" =1'-0" • • • • • • • •• • • • • • • • • • • • • • • BOTTOM RAIL STEEL. 25GA MIN GALV. SCALE: 6" =1'-0" 1 f ODL ALLEN FRAME 30 ALUMINUM 6063 T5 SCALE 6" =1'-0" 0 co 4 S. T` a.6 W0 > O m 0 CO N A `" N CIOO • o co 5n a co m Y ^ Pt as � N O-1 ca(n(n ALL -, 1 n -c 0 N cn 0 LL Li- 0 E qs LJ p t- LU 0 300 0 --I p — m OO W p Nvo OLI ro0 0Iz a: PART OR ASSEMBLY: UNIT COMPONENTS c(a c) 0 r m 0 m LL z O 0 0 z 0 K z 0 0 CD U z 0 0 0 N z O (7) 0 0 z 0 0 co z 0 -J 0 z 0 N n N 0 uJ O] 0 z AP\ACINJC • • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • r. 0 ro ^�STAT.E 9F CH 3i ff UUiaGmTOGS ��• 39�'`/SIAr \838 FBPECEP�1•E1111141V113. 29578 DATE: 6/ 18/ 13 SCALE: AS NOTED DWG. BY: EAG CHK. sr:S. SAFFEL DRAWING NO.: JW0509-03 SHEET 7 OF 7 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Prtduc E of Report JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Drool;Unit for Florida Product Approval Repo Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: • • .. .. . .••. • . . • • • • • •• • • • • .. • • • • • . • .• . . •. •. . . . . • •• • •• .. . .. . • . . • • •. • • •. . . •• •.• • 1— A (Certification) Exterior Door Assembly Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Wood/24 Ga. Steel 74"x 80.75" Prepared For: E1_,l)-W N, lac. 3,"37 l,al e )rt: 13Jvd. kla truth Falls OR. t7f Prepared by: Hermes o ero, Florida Professional Engineer # 73778 Date: 01/26/2015 Contents: Evaluation Report Pages 1 — 5 • • • • • witil twit DES F. p •/. . 0 * _ O. :TAT t • Cr �'%%isS/;N A1- E `• % Digitally signed by Hermes F. Norero, P.E. He�ri� re o, P.E. Reason: I am approving this document Florida No. 73778 Date: 2015.02.09 11:15:53-05'00' //\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Manufacturer: JELD-WEN, inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) • • • • • • •• • • ••• • Product Name: Contours Steel Door, Wood Edge .... ••• (Impact) • •••• • • • 74"x80.75" •••• •• • •• • • •••• •• •• Scope: Limits of Use: • This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73278jforJF•L11-WFN inC••••• •• •• •. •• based on Method la of the State of Florida Product Approval, Florida D ep artment of Busi. ness ana•••• Professional Regulation - Florida Building Commission. • • •• • • • • • • Hermes Norero, P.E. does not have nor will acquire financial interest in tlMco npanyr;Ttlafyfactuting • or distributing the product or in any other entity involved in the approval process of tee product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW0509-03, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization # QUA1789). Performance Standards: The product described herein has been tested per: • • •• • • • • • TAS 201-94 •• • •••• • • • • TAS 202-94 • • ••• • TAS 203-94•,••,• . • • • ▪ • . Referenced Data: •• • • • ••• • • ••• ••• •• •• 1. Product Testing performed by National Certifiedfiesting Laboratory, Inc. .' • (FBC Organization # TST1589) • Report #: NCTL-210-3195-1, Report Date: 01*J08,' 13 ' •'• Report #: SJW2011-070, Report Date: 06/03/2011 • • • • . • 2. Quality Assurance National Accreditation and Management Institute (FBC Organization # QUA1789) 3. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization # CER1773) 4. Material Certification Miami -Dade RER — Product Control Section NOA Eastman Chemical Co. — Saflex HP Interlayer 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 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 ofele abole mentionedl'•••• test standards: ."". . 1) ASTM E84-09 •• • • • • .• ••••• • • •• • . After review of the above mentioned referenced standards and editions, it has tfelti found trait MI 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 min-nufnrequicemepts of tb .,:. current FBC including HVHZ provisions. •• . .. • Installation: 1. Approved anchor types and substrates are as follows: •• • • • • . . . Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (1W0509-03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4