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WS-18-1945Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO. WS-7-18-1945 Permit Type: Windows/Shutters Work Classification: Door Replacement Pemiit Status: APPROVED issue Dates 7/26/2018 Expiration: 01/22/2019 Applicant 1460 NE 102 Street Miami Shores, FL 1132050240250 Block: Lot: GLENWOOD AND JEANNE EKLI Owner Information Address Phone Cell JEANNE EKLUND 1460 NE 102 ST MIAMI SHORES FL 33138-2622 Contractor(s) J&G CARPENTRY INC Phone (561)333-5042 CeII Phone Valuation: Total Sq Feet: $ 1,559.78 0 Type of Work: CHANGE OUT DOORS NO SIZE CHANGE No of Openings: 1 Additional Info: CHANGE OUT DOORS NO SIZE CHANGE Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $9.00 $1.60 $126.20 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-7-18-68281 07/26/2018 Check #: 29794 $ 76.20 $ 50.00 07/19/2018 Check #: 29783 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID T: a that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a z uj o ore, I authorize the above -named contractor to do the work stated. rized Signature: Owner / Applicant / Contractor / Agent Buikling Department Copy July 26, 2018 Date July 26, 2018 1 Sk4.(N ,0"•,a a ash 1 Miami Shores Village Building Department artment BUILDING PERMIT APPLICATION 0 BUILDING PLUMBING ❑ ELECTRIC ROOFING ❑ REVISION MECHANICAL ]PUBLIC WORKS 0 CHANGE OF CONTRACTOR JOB ADDRESS: 1 LA GO NE I d a o St G eat City: Miami Shores County: Miami Dade 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JUL K 9 2018 FBC 20 ttq ( �� Master Permit No. jr`1 S V — I q "I--� Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION El SHOP DRAWINGS zip: 33 1 3 $ Folio/Parcel#: (I' 3 aos 'bay rd''`S O Occupancy Type: Load: Construction Type: Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder): 6k.e,rWC c, a t (« v r d Address:14(9O W , /band(. Sft 1- City: Cr) Le:cr; S41.1ces State: Flood Zone: BFE: FFE: Phone#:305 `?SR-904 5 Tenant/Lessee Name: Email: (_ CONTRACTOR: Company Name: T. �% @O-`r Address: \'3` c \ Ct {k A" jt3 •T a� .�PQ City: �.L L,�\ O r \ State: Qualifier Name: State Certification DESIGNER: Architect/Engineer: Zip: 33(3 R Phone#: Phone#: zip: 3 `3 / / a Phone#: 5re I -Fs' 5 `flea or Registration #: _CI6,0 h _ )Certificate of Competency #: Phone#: State: Address: City: Value of Work for this Permit: $ / SS9 ? 8 Type of Work: ❑ Addition ❑ Alteration I 1 New II Repair/Replace Description of Work: CA'Yt o f CIAO c S) NO 5 s „fry-St— Square/Linear Footage of Work: Zip: Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ `(1::)a Scanning Fee $ Radon Fee $ o - Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ 6 • CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 'C • 2-0 (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 a! applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA' 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 first inspection which occurs seven (7) days after the building permit is. issued. In the absence of such posted notice, the inspection will no g1gproved apinspectigR a will be charged. Signature ,/ Signature / OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this cq / day of , 20 %' , by / I day of JOY) P , 20 (if , by 6 1-enuo ooJ, who is personally known to 361 VYl e p . t)oj (/ C , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: t45-d-ti/Ver— Print: 0- ib5a Y 3c- identification and who did take an oath. NOTARY PUBLIC: Sign: i Print: t (c), Seal: o1►.RY,P, ROSAVASCO Seal: * _t_ *MY COMMISSION # FF 973493 v, I ,; EXPIRES: July 21, 2020 9rF d 1. OF F�"� Bonded Thru Budget Notary rvices of r�liPS OAP PUB"• n ANGELf�y9JdtGG MY COMMISSION # FF 951069 EX01B=S: ADrP 12. 2020 60nded hire Eud9et Notary Services APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County https://www.miamidade.govipropenyseammitritVIJVI auiu,,,uLy OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: _�y11-3205-024_0250 1460 NE 102 ST Miami Shores, FL 33138-2622 Owner Mailing Address GLENWOOD C EKLUND &W JEANNE R 1460 NE 102 ST MIAMI SHORES, FL 33138-2622 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area 3,368 Sq.Ft Living Area 2,253 Sq.Ft Adjusted Area 2,869 Sq.Ft Lot Size 11,700 Sq.Ft Year Built 1956 Assessment Information Year 2017 2016 2015 Land Value $421,391 $391,693 $357,179 Building Value $199,682 $199,682 $201,347 XF Value $1,651..................._._. $1,651 ..._......................_$1,342 Market Value $622,724 $593,026 $559,868 Assessed Value $264,346 $258,909 $257,110 Benefits Information Benefit Type 1 2017 20161 2015 Save Our Homes Assessment $358,378 $334,117 $302,758 Cap Reduction Homestead Exemption $25,000 $25,0001 $25,000 Second Exemption $25,000 $25,000 i $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 5/8/2018 Taxable Value Information 1 County 20171. 201612015 Exemption Value $50,000 $50,0001 $50,000 Taxable Value $214,346 $208,9091 $207,110 School Board Exemption Value $25,000 $25,0001 $25,000 Taxable Value $239,346 $233,9091 $232,110 City Exemption Value $50,000 $50,0001 $50,000 Taxable Value $214,346 $208,9091 $207,110 Regional Exemption Value $50,000 $50,0001 $50,000 Taxable Value $214,346 $208,9091 $207,110 Short Legal Description MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 8 BLK 3 LOT SIZE 75.000 X 156 OR 17102-2031 0196 1 Sales Information Previous Sale Price OR Book- Page Qualification Description 01/01/1996 $198,000 17102-2031 Sales which are qualified 06/01/1992 $0 15560-1213 Sales which are disqualified as a result of examination of the deed 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 http:/1www.miamidade.gov/info/disclaimer.asp Version: SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM4LI MIAMI, FL 33181 Reviewer: SBBOAD 0 Name EKLUND GLEN Phone 1 (305) 758-9095 F-- Address 1460 NE 102 ST Phone2 d0 Company Name (/) City MIAMI SHORES Job Description DOOR INSTALL -FL# 14569.6 State FL Zip 33138 County MIAMIDADE Page 1 of 17 No. H6322-105212 REPRINT IL-15 9.(i0 2018-05-07 10:08 IN TALLER- , ELIVERY#1, MERCHANDISE AND SERVICE SUMMARY Were ervetherse i httolimitthequantitiesofinerchandise sold REF # 101 STOCK MERCHANDISE TO BE DELIVERED: OS REF # _ SKU .r • _ QTY , UM DESCRIPTION g .... .. x : - PI TAX VA EXTENSION R02 1001-753-972 3.00 EA 1X8-8FT PT GC WEATHERSHIELD / A O $7.37 $22.11 R03 1001-753-990 3.00 EA 2X8-8FT #2PRIME PT GC / $9.17 $27.51 R04 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK / D 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 # S14 ESTI IVAL DATE: 06/02/2018 P.O. #22540276 REF'# SKU.. :GTY.: UM DESCRIPTION, PI TAX PRICE EACH EXTENSION S1414 0000-665-683 1.00 EA NA / NA SO JW EXT STEEL 28 DAYS OR LES .75 STEEL SINGLE DOOR UNIT RIGHT OUTSWING{#1} A N $398.96 $398.96 S1415 0000-665-683 1.00 EA NA / (CONTINUED) / 33.5X79.75 S LE DOOR UNIT RIGHT OUTSWING(CONTINUED) AF ROVALNUMBER=14569.4,QAU- FACTOR=0.17,QASOLA COEFFICIENT=0.01,QACPDNUMBER= JEL-M-2-01946-00001, T=DQ,QADOORCALL- WIDTH=32,QAD AL - EIGHT=80,QASIDELITECALL-HEIGHT=80 Q A N $0.00 $0.00 MERCHANDISE TOTAL: $522.77 DELIVERY INFORMATION: DELIVERY DATE ST L WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: I% NSTALLATION #I01 AT TIME OF INSTALLATION. CONTINUED ON NEXT PAGEm .. Check your current order status online at www.homedepot.com/orderstatus Page 1 of 17 No. H6322-105212 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: EKLUND 1 'INSTALLER DELIVERY #1 (Continued) Page 2 of 17 No. H6322-105212 REF #I01 NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLATION #1 REF#I01 ESTIMATED INSTALL BEGIN DATE: 05/05/2018 ESTIMATED INSTALL END DATE: 06/04/2018 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 S1414 0000-665-683 1.00 EA SO JW EXT STEEL 28 DAYS OR LESS S1415 0000-665-683 1.00 EA SO JW EXT STEEL 28 DAYS OR LESS BASIC INSTALLATION LABOR: ..SKlJ �' ._ DESCRIPTION, 'TM� QTYs` Ma 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 s, '-PRIC .EACH EXTENSION 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 1 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 CUSTOM LABOR SELECTED INCLUDES: OPTION � :� � � 4 ., _ ,� . �DESCRIPTION � _ . `� ,. F � QT�I - .UM b TAX 'PRICE EACH EXTENSION' 2 BACK TO INSTALL CASING AFTER INSPECTION. 1.00 PA N $75.00 $75.00 1 BUCK PREP 1.00 PA N $150.00 $150.00 INSTALLATION°SITE NAME: EKLUND,GLEN INSTALL LABOR CHARGE: $762.00 **'-``CONTINUED ON NEXT.PAGE', Page 2 of 17 No. H6322-105212 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: EKLUND Page 3 of 17 No. H6322-105212 INSTALLATION=°#1 (Continued); REF #101 ADDRESS: 1460 NE 102 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 INSTALL TOTAL DUE: $762.00 PHONE: (305) 7589095 ALTERNATE PHONE: (305) 7589095 INSTALLER SPECIAL INSTRUCTIONS: FL# 14569.6 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 CONTINUED ON NEX`t PAGE *** Page 3 of 17 No. H6322-105212 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: EKLUND Page 4 of 17 No. H6322-105212 INSTALLATION #1 ` .._ ..., (,Continued) N, :,L . _ _J REF #I01 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#I13 ESTIMATED INSTALL BEGIN DATE: 05/05/2018 ESTIMATED INSTALL END DATE: 06/04/2018 BASIC INSTALLATION LABOR: SKU o . ' + .,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 - g QTY , UM TAX PRICE,EACH EXTENSION 7 PERMIT FEE/ 325.00 EA N $1.00 $325.00 'INSTALLATION -SITE NAME: IEKLUND,GLEN INSTALL LABOR CHARGE: $325.01 ADDRESS: 1460 NE 102 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 INSTALL TOTAL DUE: $275.01 PHONE: (305) 7589095 ALTERNATE PHONE: (305) 7589095 INSTALLER SPECIAL INSTRUCTIONS: FL# 14569.6 BASIC INSTALLATION LABOR INCLUDES: C.ONTINUEDzON NEXT. PAGE°""" Page 4 of 17 No. H6322-105212 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: EKLUND INSTALLATION #2 (Continued) Page 5 of 17 No. H6322-105212 REF #I13 ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. FEES, ENGINEERING, W1ND LOAD CALCULATIONS, RECORDING, OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE * DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, POSTAGE AND ADMINISTRATIVE). * ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY SPECIAL NOTES: * CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. END "OFINSTALL TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): A: 90 DAYS DEFAULT POLICY; 'The Home Depot reserves the right to limit / deny retums. Please see the retum policy sign in stores for details.' ORDER TOTAL SALES TAX TOTAL BALANCE DUE $1 559.78 $0.00 $1, 559.78 $0.00 END"OF'ORDER No. H6322-105212 Page 5 of 17 No. H6322-105212 Customer Copy RECEIVED JUL 192018 REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. Miami Shcres Village APPRO ZONING DEPT SUBJECT TO CCkIPL1Ar STATE AND CCUN-i { al? 32" X 80" E WITH ALL FEDERAL .ES AND REGULATIONS •••• • • • •••• • • • •• • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • O••• • • • • •• • • • • • • • •• • • • • OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 32 80 17.78 5 48.6 I -65.1 FL14569.6 66.0 I -70.0 SIDE GARAGE - 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 .< 12 FT 7 IN EKLUND RESIDENCE 1460 N.E. 102ND STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 01/09/2018-12:34pm internl 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 ZONEPRESSURES Mean 7 Roof DESIGN PRESSURES (PSF) - Z • E 4 Area of Opening (Sq f; _ Height 10 20 30 40 r 0V- -49.1 -47.1 -45.9 -45. ,r, , 0 - 10 ft +45.3 +43.3 +42.1 +41. • 4 15 ft -52.7 -50.5 -49.3 -48.3 -t"--47tk +48.6 +46.4 +45.1 +44.2 +43.5 20 ft -55.4 -53.1 -51.8 -50.8 -50.1 +51.1 +48.8 +47.5 +46.5 +45.8 26 ft -58.0 -55.6 -54.2 -53.2 -52.4 +53.5 +51.1 +49.7 +48.7 +47.9 30 ft -59.5 -57.0 -55.6 -54.5 -53.7 +54.8 +52.4 +50.9 +49.9 +49.1 36 ft -61.4 -58.8 -57.4 -56.3 -55.5 +56.6 +54.1 +52.6 +51.5 +50.7 40 ft -62.5 -59.9 -58.4 -57.3 -56.5 +57.6 +55.1 +53.5 +52.5 +51.6 45 ft -63.8 -61.2 -59.6 -58.5 -57.7 +58.8 +56.2 +54.6 +53.5 +52.7 50 ft -65.0 -62.3 -60.7 -59.6 -58.7 +59.9 +57.2 +55.6 +54.5 +53.7 55 ft -66.1 -63.3 -61.7 -60.6 -59.7 +60.9 +58.2 +56.6 +55.4 +54.6 60 ft -67.1 -64.3 -62.7 -61. _`0.64 i +61.9 +59.1 +57.4 +56. EXTERIOR ZONE® PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 f Area of Opening (Sq Ft ght 10 20 30 40 50 • 10 ft -60.7 -56.6 -54.2 -52.5 -51.2 +43.3 +42.1 +41.2 +40.6 15 ft 65.1 -60.7 -58.1 -56.3 -54.9 +48.6 +46.4 +45.1 +44.2 +43.5 20ft . -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 30 ft -73.4 -68.5 -65.6 -63.5 0- +54.8 +52.4 +50.9 _ 9-1„ 36 ft -75.8 -70.7 -67.7 - _ +56.6 +54.1 +52.6 + -77.2 -72.0 -69.0 - 6. .1 40 ft +57.6 +55.1 +53.5 'T52s. 45 ft -78.8 -73.5 -70.4 -68.2 : - +58.8 +56.2 +54.6 +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 +61.9 +59.1 +57.4 +56.3 +55.4 INTERIOR ZONE(4), EXTERIORbNI�S}�;fi}`F; GHT EXPLAINED a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OOF0�1OOF 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 ROOF 2 HEIGHT rr ELEVATION ZZi7-LISdW-00 33NI9N3 1H9ItlAdO7 REMARKS DRWN CHKD DATE INIT ISSUE REV - ADJUSTED HEIGHTS REV 2014 FBC GSS GSS DGM TSB TSB TSB 03/05/12 04/09/12 06/10/15 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. PEAK ROOF HEIGHT MEAN ROOF HEIGHT IDENTIFY THE BUILDING M VE THE MEAN ROOF HEIGHT CANNOOOOOOT WCALCULATE THE TRIBuTARYt2.1. ALWAYS ROUND UP F 3. CALCULATE THE TRIBUTARY' RE DTH) OR THE SPAN LENGTH (HEIGH 2. VALID FOR ALL ROO 3.1. USE THE AREA BETWEEN STRUCTU 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. \i_IV READ 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 THAN THE RATED LIMITING WIND VELOCITY ABOVE. . 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 = : ED-HEREIN. 10. THIS SPECIFICATION DOES NOT •FEER-A •ROB • • s •V D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER • LS-FOR-DESIG``fI STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T((1r t '1. • R I ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT FR• E - ` ' •� - • + /NCES. 12. NO CERTIFICATION IS OFFERED' °OHOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDEERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. LEAST HORIZONTAL DIMENSION 05 WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: IDENTIFY THE ZONE OF THE OPENING FIGURE BELOW LEFT OR INFOR - ON'P' ^VIDED 1.1. ANY QUESTIONABLE TO BPCONS 5. 1 I . cCilmz=Z.N.�O�==. mD L)m0 G1r)vm'-I. mn>xx D1morztnm _pWIC DDm-I>m(8 \tl ® 77 Ouom=OZ�DZml m_fnm13'R• ez al • •viziO•r)Oz9�2 50\ • C• • I I" U,• 0'9•'Orzm m r �'d PLAN VIEW\ a •• ••Gx•z=��,-.11tncm \ C T D .. A COMPLEX \ -nm �mA=rmmr ISOMETRIC CORNERS • n,_ • 50 • • • • P �' .o'r"• 0 6TH EDITION FLORID :BOILONG Lau EENGINEERING GINES I NG 2017 • TFROM THE LOWEST GROUND ELEVATION. IF PEAK (HIGHEST) ROOF HEIGHT. LE VALUE. EE AN ENGINEER FOR REDUCTIONS. STION AS THE GREATER OF (HEIGHT * VE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN MRH<_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) OR -(ZONE 4) OR EXTERIOR (ZONE 5) PER THE THERS. D THE MORE CRITICAL (EXTERIOR) ZONE ••• • • • • • • •• •• • • • • • • •• ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPOIEP•IQT7 & CIVIDING• • • • MASTER PLAN SI'IEET• : • • • • • • • • • • • • • ASCE 7110 • • • • • • In 1 S m 0 0 m 0 X„0 rn z 0 ,-I m-I3 r OCZ 00orn z D 0 • O I- CORPORATE OFFICE: • 160 SW 12th AVENUE, SUITE 106 • DEERFIELD BEACH, FL 33442 • P: (954) 354-0660 F: (954) 354-0443 • • CERT OF AUTH #9885 • • • E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Florida Building Code Online BCIS Home Log In User Registration Product Approval USER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links Search a o Suarch, > yZi- Nnn 1 !4" > Application Detail 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. JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc1@jeld-wen.com • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • •• • • • •• • • • • Authorized Signature Jason Kantola • • • • • fbcl@jeld-wen.com � • • • • • • •• • • • • • • • • • •• • Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents©jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By •• • • • • • • •• • Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL14569 R9 Eauiv ASTM E84 Equivalency Letts^:r 5 20171.(11 31.pdf http: www.floidabuilding.org'prier_ape_diLaspx?param=wGEVNQwiDquTVBjriRct'g111b2fDEI1Vd1XNZWydhcl7CZpMvRfMOUwxlktQ%3d°,0d112/21/20I74:04:51 PM] Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # I Model, Number or Name 14569.1 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 JW0509-03 114569.2 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/-65 Other: Method 1 Option A 10/02/2017 10/03/2017 10/11/2017 Description Full Lite Door, Outswing, 6'-0 x 6'-8" Certification Agency Certificate FL14569 R9 C CAC NI006:55-R7 Certificate.pdf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R9 II 1W0509-03 Instdllatiorsfx• Verified By: Hermes Norero 7/778 ' • • • • • Created by Independentjlyrti arty: Ygi• • Evaluation Reports • • FL14569 R9 AE PER33f3 .4r• •• Created by IndependenelMil4PParty: Yes • • ••••• Full Lite Door, Inswmg 6 •011'46 8 • •• • • • • •__._.: •••••• .......... • ••-••• •... Certification Agency Certificate • • • Fi 14569 R9 C CAC NM16,t15.02-R3 C'rltj!icate.pdf Quality Assurance Cora4't xpiration Date 06/30/2019 • • • • Installation Instructions , • • 1'L14569 R9 II JW050504• Irntallation,ed f Verified By: Hermes Norero 73778 •• ••• Created by Independent Third Party: Y. • Evaluation Reports FL14569 R9 AE PER3393.odf Created by Independent Third Party: Yes • •• • • 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use 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 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 FL14569 R9 C CAC NI006254-R5 Certificate.pdf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R9 II JW0509-01 SS 2015-07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AF PER339i.odf 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" Certification Agency Certificate FL14569 R9 C CAC NI011062 NI01]062.01 Certificate,odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R9 II JW032012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3321.odf 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 Cer!.ificate.udf http:Cwocw.Iloridabuilding.org.pr%pr_app_dtl.nsp.x?parmn=wGEVXQwtDqus"rVBjriReNe'02tDEHWIXNZWvdhcl7CZpMv:RtMOUwxIktQ%3d%3d112!21/20174:04:51 BNB Florida Building Code Online Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R9 II 7W172012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports F1.14569 R9 AE PER33.2?.12dt ('raatari by Tnrlananriant Thirrl Party Vac 14569.6 Limits of Use Approved for use in HVHZ: Yes [ Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Contours Steel, Wood Edge ' Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Certification Agency Certificate FL.I4569 R9 C CAC NI01108?-R1 Certificate.odf Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R9 1I S-2104 Installatioii.ndf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3398 odf Created by Independent Third Party: Yes 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: Contours Steel, Wood Edge Opaque Door, Outswing,•w/ or w/out Side{jt�g,•8' 11"1c•�'�0�• • • •• Certification Agency CeM$ficlte • • • • • • FL14569 R9 C CAC NI 1± yC Rt-NI0110<.Di Ri Certificate.odf • • Quality Assurance Contjlct•Expiration Dote 08/31/2019 • • Installation Instructions • • • FL14569 R9 II S-210) =.tt • .•••• Verified By: Hermes No•ero•7€778 • • • • -Created by Independent Stand Qarty: Yes • Evaluation Reports • • • FL14569 R9 AE PER383?.odf• • • Created by Independen: Thegarty: ?es ••--.--• — .-....._•.•-.._•....... • • • Contact Us :: 7601 Blair S one Road. Tallahassee FL 37399 Phone: 850-487-1824 • • •• • • • • • • • • •......................• The State of Florida is an AA/EEO employer. Convriaht 7007-7011 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: Credit Card Safe securityMETItICF. http:,Awww.fondabuilding.org/pr'pr_app_dtl.asps9param=wOEVXQwtDqusTVBjriRcYg%2tEEHWIXNZWpdhcl7CZptilcRflUOUwxlktQ%3d91,3d[l 2/21/20174:0451 PM] 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 398 E. Dania Beach. Blvd Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com MANUFACTURER: Jeld-Wen 3737 Lakeport Blvd. •••• Klamath Falls, OR 97601•• :::; • • •• • This document shall serve to state that leld-Wen products tested in accordance with ASTM Vi4 p.5•as per the• 5l' Edition Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Buildin&Gcde. • • • •••• • The testing on the products complies with the requirements specified within the ASTM E841g 'taOdard,:as�lec�uired by:••• the 6th Edition Florida Building Code. This standard is listed under Chapter 35 of the current 1~fortda Buildirf e8de 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 E84US•AlHtest reuyltsmeet cr••••• • exceed requirements of the 6th Edition Florida Building Code. •••••' Respectfully submitted, • _*_ 7 *: • %, F .•'•••.... Gam-,• �'izSSIONA� _� `‘•� Digitally signed by Hermes F. Norero, P.E. ///tt t t"„��‘‘� Reason: I am approving this document Date: 2017.08.31 09:51:27 -04'00' Hermes Norero, P.E. Florida Registered Professional Engineer #73778 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 NOTICE OF PRODUCT CERTIFICATION Company: .JELD-WEN Exterior Doors 3737 Lakesport Drive Klamath Falls, OR 97601 Certification No.: N1011082-R1 Certification Date: 05/01/2012 Expiration Date: 08/31/2019 Revision Date: 05/05/2015 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelite (wood frame) Specification: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NAMI 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 Listing at www.Namicertitication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswine Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single O/S Opaque 3'2" x 6' 10" +66/-70 10.0 psf Yes CTLA-696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1-8) OX/XO Single w/Sidelites O/S Door -Opaque Sidelite-Glazed 4'5" x 6' 10" +66/-70 10.0 pst Door -Yes Sidelite-No C.ILA-b9bW Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3-(1/8"Tempered Glass) Installation Details: S-2104 (1-8) OXO Single w/Sidelites O/S Door -Opaque Sidelites- Glazed 5' 10" x 6' 10" +66/-70 10.0 psf Door -Yes Sidelites-No CTLA-696w Max Panel Size: 3'0- x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8) XX Double O/S Doors -Opaque 6'3" x 6' 10" +57/-57 8.55 psf Doors -Yes CTLA-696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1-8) OXXO Double w/Sidelites O/S Doors -Opaque Sidelites- Glazed 8' 1 1" x 6' 10" +57/-57 8.55 psf Doors -Yes Sidelites-No CTLA-696W Max Panel Size: 3'0" x 6.8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8) • •• ••• • • • • • . 1 • • •• National Accreditation & Management Institute, Inc./4794 G>sorge naillengtojt l canerial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fam.(8&1; 6&Ir5t22 ; ; . • • • ••• •• ••• • • NAMI AUTHORIZ ;1• D StGlIA•:FIJRt:• • • •• • • ••• • - • •" .... ••• • • • • ••• • • • • •• •• •• • • • • • •• •••• •• •• • • • • •• • •• • • • •• • • • • •••• •• • • •• •• ••• ••• • • • •• ••• • • JELWWEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6'-8" OPAQUE OUTSWING IMPACT DOOR UNITS WITH 8 WITHOUT NON -IMPACT SIDELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE "HVHZ" REQUIREMENTS. 2. WOOD RUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 0R STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ" ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to al frame conditions) COMPONENT CONSTRUCTIONS: face sheets: 24 ga. (0.020") minimum thickness, Galvanized Steel A-525 commercial quality - AKDQ per ASTM 620 with average minimum yield strength Fy(ave.)=24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by JELD-WEN, INC. Door Panel Construction: The active and inactive panels are constructed from 24CA. (0.020" min.) galvanized steel. The face sheet tops and bottoms are bent 901 over the top and bottom rails. The top LVL roil measures 1.67" wide x 1.042" high. The steel bottom rail is roll formed 0.021" galvanized steel measuring 1.67" wide x 1.21" high. The sides of the face sheet ore roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0". The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Lite Const.: The sash is constructed from 24CA. (0.020" min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sidetite ponels are routed to receive the 0DL Lip Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are sealed w/ OSD glazing compound on the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 1.25" wide x 4.5625" deep. The door and sidetite head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA. 2° x 7/16" crown wire staples. The units use o standard bump face Pemko threshold measuring 4.041" deep x 1.0" high. The threshold is attached to the frame with (3) I6GA. 2" x 7/16" crown wire staples. TABLE OF CONTENTS SHT y DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS .875" TYP. - 81.25" MAX. O.A. FRAME HEIGHT 80" MAX. 0.A. PANEL HEIGHT 74.5" MAX. OA. FRAME WIDTH --- - .125" 36.625" MAX. O.A. PANEL WIDTH W/ASTRAGAL El INACTIVE v 9 36" MAX. 0.A. PANEL WIDTH 1E1 r ACTIVE v o v G 0 v 0.625" 1 .875" TYP. 80" MAX. O.A. PANEL HEIGHT 81.25" MAX. 0.A. FRAME HEIGHT 37.75" MAX. 0.A. FRAME WIDTH 36" MAX. O.A. PANEL WIDTH ® rEl 9 v a v V v 0.625" r.G" O3 O3 ,Illy' IMPACT UNIT (XX) VIEWED FR EXTERIOR • • • • • • • • • • •• • • • • •• • • • SINGLE OUTSWING IMPACT UNIT (X) VIEWED FROM EXTERIOR 81.25" MAX. O.A. FRAME HEIGHT • .75" TYP. 80" MAX. O.A. PANEL HEIGHT 81.25" MAX. O.A. FRAME HEIGHT 0.75" .875" TYP. 36.625" MAX. 0.A. PANEL WIDTH W/ASTRAGAL 80" MAX. O.A. PANEL HEIGHT V V • • • • ®CT® v C. O4 •• • C • • • • • • • • • • • • 0.75 • v v a a - 70.25" MAX. 0A. FRAME WIDTH -- - .75" MULL. BAR TYP. .875" 36" MAX 0.A. TYP.' 1 PANEL WIDTH 107" MAX, 0.A. FRAME WIDTH 15.5" MAX. 0.A. SIDELITE FRAME WIDTH 14" MAX. 0.A. PANEL WIDTH III AW 6" MAX. O.A. D.L.O. WIDTH SINGLE OUTSWING IMPACT p UNIT (OXO) W/ NON -IMPACT InIf SIDELITES VIEWED FROM EXTERIOR .125" -1- .75" MULL. _ BAR TYP. 36" MAX. O.A. PANEL WIDTH ® [El ACTIVE v 63. 25" MAX. 0.A. D.L.O. HEIGHT 15.5" MAX. 0.A SIDELITE FRAME WIDTH 14" MAX. 0.A. PANEL WIDTH 6" MAX O.A. D.L.O. WIDTH V 63. 25" MAX. 0.A. D.L.O. HEIGHT • •, • • • • 0.625" •,� .• • • • DESIGN PRESSURE NATING -AHERE WEE, • INFILTRATION !Qjl EMENT NEEDF,Q • • SINGLE DOOR UNIT (X, op xo,•OX0) • W/Wo NON -IMPACT SIDLIILS • +66 psi at psi � • IV/WO NON -IMPACT SIDELITES • • • • • • • • • • • • • • • ••• • ally signed by Hermes F. Norero, P.E. +57 as( -57 psf Reason: I am approving this document Date: 2015.02.1812:44:49 -05'00' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II11/r7 ,.‘`'W F. No'''43' v ..---STATE OF : 0 DOUBLE OUTSWING IMPACT UNIT (OXXO) W/ NON -IMPACT SIDELITES VIEWED FROM EXTERIOR Prepared By: //,\\ BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 0 3 0 a PART OR ASSEMBLY: 01 s ti m 00 0 0 0 O (W 0 U 0 W 00 W 0 0 U 0 m DATE: 9-1 1 - 0 1 SCALE: N.T.S. DWG. BY: JWJ OHR. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 1 OF 8 0.250"[ [ MAX. SHIM 0.75" MIN. EDGE DIST. 1.50" MIN. EMB. SEE DETAIL 7 ON SHEET 5 81.25" MAX. 0.A. FRAME HEIGHT EE NOTE 9 ON SHT. 4 1.25" MIN. EMB. INTERIOR CONCRETE/ r- MASONRY BY OTHERS 2.50" MIN. EDGE DIST. 1.750" MIN PANEL THK EXTERIOR A VERTICAL CROSS SECTION \,2_.2 WITH HIGH DAM THRESHOLD 80 0" MAX. 0.A. PANEL HEIGHT .625" CONCRETE/ MASONRY BY OTHERS 0.75" MIN. EDGE DIST. 1.50" MIN. EMB. CONCRETE/ MASONRY BY OTHER 111011411111 SHIM MAX. - SEEDETAIL 7 ONN SHEET 5 SEE NOTE 6 ON SHT. 4 0 250" 1.750" MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 0.125" MIN. GLASS THK. SEE NOTE 3 ON SHT. 4 INTERIOR EXTERIOR 81.25" MAX. SEE GLAZING 0.A. DETAILS, SHEET �+ FRAME 7 HEIGHT 1.25" MIN. EMB. SEE NOTE 2 ON SHT. 4 EE NOTE 6 ON SHT. 4 EE NOTE 8 ON SHT. 4 SEE DETAIL 7 ON SHEET 5 80 0 MAX. O.A. PANEL HEIGHT •▪ ItTEiS • • • • ON SHT. 4• •• • • • LSE • • • • • • • .. ••. •• 1.75" 2.50" MIN. • MIN, EDGE DIST. • • • • re-s\ VERTICAL CROSS SECTION AT SIDELITE SASH • ITEM DESCRIPTION MATERIAL DOOR STEEL FACE SHEET 24GA. (0.020"MIN) STEEL 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 5 4" x 4" BUTT HINGE 12ga. (BY HAGER) STEEL 6 ##9 X 1" PFH WOOD SCREW (HINGE TO DOOR) STEEL 7 DOOR LATCH STILE LVL 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 16GA. X 1" (FOR MULLION CAP) STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE (FINGER JOINTED PONDEROSA PINE) WOOD 14 ,10 x 1 3/4" PFH WOOD SCREW STEEL 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) WOOD 16 3/i6" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib./cf DENSITY) BY JELD-WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER) - 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 18 x 1 1/2" PLASCREW (ODL LITE FRAME) STEEL 24 I/8 x 2" PFH WOOD SCREW STEEL 25 18 x 2 1/2" PFH WOOD SCREW STEEL 26 110 x 1" PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 27 110 x 2" PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 C) SILICONE 30 GLAZING COMPOUND (05D BY ODL) SILICONE 31 BRAD TRIM. NAIL 16GA x.3/4" (FOR 3/8" QUARTER. ROUND.) STEEL 32 3/8" QUARTER ROUND SIDELITE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET 1F51 STEEL 35 SCHLAGE DEADBOLT j8360 (NOT SHOWN) STEEL 36 SIDELITE STEEL FACE SHEET 24GA. (0.020" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 ODL LITE FRAME SG (SPARTECH POLYCOM PP5530 C13) POLYPROP. 39 PRESSURE TREATED MULLION BAR (3/4" x 4 9/16 x 81 1/4') P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL) ALUMINUM 41 ASTRAGAL STRIKE PLATE (BY IMPERIAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) STEEL 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 1/2" I.G.U. POLYPROP. 46 1/2" INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS 47 LITE FRAME BY TRINITY FOR 1" CLASS POLYPROP. 48 1" INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS 49• UTT• FRAME SORIO Q6 x 1 1/2" LONG PANHFAD (BY TRINITY) STEEL S0 •CLRrING•COMPOUND DOW 1199 SILICONE 1 :#1rI Vi7 1D A4STALLATION SCREW W/ 1.50" MIN. EMBEDMENT STEEL 62 •DOAR LATCH STRIKE PLATE STEEL 5, DOeR LRTCIe LEAD BOLT STRIKE PLATE xo‘iti11ijrhll, STEEL ••• •• ••• ONCRE'1; • ASO#RY• • • • :BO OTHERS • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Prepared By: //,\\ BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 PART OR ASSEMBLY O LI CC CI o CC C3 U -1 ¢m 422 w¢ N • ti U d x 0 U 0 0 0 2 w O 0 9_9 w S. O U 0 m DATE: 9- 1 1-01 O SCALE: N.T.S. Dwc. By: JWJ CHK. Br: S. SAFFELL DRAWING NO.: 5-2104 SHEET 2 of 8 SEE NOTE 4 ON SHT. 4 0.75" MI EDGE DI CONCRETE/ MASONRY BY OTHERS • 1.50" MIN. EMBED. PANEL THK 0.250" MAX. SHIM INACTIVE EXTERIOR SEE DETAIL 5 ON SHEET 5 C HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK SEE NOTE 1 ON SHT. 4 26 m® SEE NOTE 4 SEE DETAIL ON SHT. 4 24 ION THIS SHEET ®.0 ( EXTERIOR \ I I ACTIVE EXTERIOR INTERIOR 1.750" MIN. PANEL THK. SEE DETAIL 5 ON SHEET 5 O3HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK I •••• • • cif= • • • • INTERIOR E HORIZONTAL CROSS SECTION 3 AT IMPERIAL ASTRAGAL • • • U • • • • • •• • • • • • • • EXTERIOR SEE NOTE 1 SHT. 4 • • • •• • • ••• • • • • • • •10 • • • • • • • • •• • • • • • • • • • • • • •• • • •• • • • • • • ••• • ••• • w • • •••-7----• • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • 41 IM!Mil o',V S\\V, 0.250" MAX. SHIM SEE NOTE 7 ON SHT. 4 CONCRETE/ MASONRY BY OTHERS 0.75" MIN. EDGE DIST. 1 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTTOM DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR `LARnut/,�� ..'acgAE3R4�neb���: Idrt P.Ee 7 xy�E. eE/�CN FE�'� �295 FIFE A 2ttQR 0. 2957E ttltlifN 0 0 a PART OR ASSEMBLY: 00 7-7 00 8 0 ti 0 CO 0 00 0 00 0 0 ER 00 0 us oN 0 EL 0 W 0 0 0 0 U 0 R1 Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 DATE: 9-11-01 scALL N.T.S. DWG. BY: JWJ CHK. Br: S. SAFFELL DRAWING NO.: S-2104 SHEET 3 or 8 3 7 SEE NOTE 4 ON SHT. 4 SEE NOTE 3 ON SHT. 4 SEE GLAZING DETAILS, SHEET 7 SEE NOTE ON SHT. 0.750 34 INTERIOR SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 17 F HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: CONCRETE/ 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP 1.0", 2.5", 4.0", 5.5", 13.0", 18.0" & 26.0". BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PLASCREW IS AS FOLLOWS: TOP & BOTTOM, HORIZONTALLY, SIDELITE PANEL 3.0" IN FROM EACH CORNER. ON THE SIDES, VERTICALLY FOR THE SIDELITE PANELS; 3.0", 13.0", 26.0", 39.0", 52.0" & 63.0". 3. SPACING FOR ITEM 131 THE I6GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM #9 THE 16GA. X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25" IN FROM EACH CORNER WITH • (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MULLION CAP)• 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. o 4. WHEN ATTACHING THE STRIKE PLATE 70 THE'JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PFH WOOD SCREW. le WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, • • IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD,• 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND • •1. 3/8" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4" LONG. 0.7!" Mi1f 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2" PFH SCREW. WHEN ATTACHING EDGE DIST THE HINGE 70 THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4" PFH WOOD SCREW. 8. SPACING,FOR ITEM 149 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY; 3.25", 18.0625", 32.8125", 47.5625" & 62.625". • • • • • SIDELITE LITEFRAME TOP & BOTTOM, FROM THE LEFT; ONE (1) SCREW A7 4.4375". • • • 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE • • • • USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. • • 10. USE ITEM #51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. EXTERIOR INTERIOR 1.750" MIN. PANEL THK. SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 M HORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB •a. • • • • • • 1 •• n de 4•, • • • • • • • 1.50• MIN. EMBED. SEE DETAIL 5 • • •• • ON SHEET 5 •• • 0.2/50 •MAX. •" • cmIti • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • 31 SEE NOTE 3 ON SHT. 4 SEE NOTE 2 ON SHT. 4 44 14 SEE NOTE 7 ON SHT. 4 ----- 0.750" SEE NOTE 2 ON SHT.'4 SEE NOTE 6 ON SHT. 4 SEE GLAZING DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 EXTERIOR 1 j 0.125" MIN. _I INTERIOR CLASS THK. HORIZONTAL CROSS SECTION SEE NOTE 6 \ 1 71 AIp ILITE 70 BUCK ON SHT. 4 N` c.s F. Ili,. -� ••IVY NYS. 10 _ '3 • STATE Ot r a 0 0 a PART OR ASSEMBLY: CO CO 1.0 175 0 IN W z 0 0 O w O W O 0 0 0 U 0 c, No 0 0] 0 38)IVrRA"Fr ari, 1%88 FIPE'0.TOr/"rT' �`�VK 0. 2957E Prepared By: n BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 DATE: 9-1 1-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 4 OF 8 81.25 MAX. O.A. FRAME HEIGHT 6.00" 6 TYP 5 SPACES ® 13.85" 6.00' TYP. TYP. 74.50" MAX. 0.A. FRAME WIDTH SEE DETAIL 2 ON THIS SHT. ��.. 1 5.50" 1 36.625" -7.00" TYP. 6.00" TYP. TYP. I -3.00" TYP. ---- 7.00" TYP. 12.50" TYP. 12. 25" TYP. SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL 2 - ® HEAD JAMB DETAIL 3 - @ THRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE 7.375" 31" 31" SEE DETAIL 4 ON THIS SHT. TY 5 SPACES W 13.85" 81.25" MAX. 0.A. FRAME HEIGHT SEE NOTE • 7 SHEET 4 DETAIL 4 HINGES TO JAMB & DOOR 70.25" MAX. O.A. FRAME WIDTH 4.50" TYP.- 3.00" TYP--- 3.00" TYP— SEE DETAIL 6 ON THIS SHT. 15.50" 36.625" 3.00" TYP-- L 3.00" TYP— O 9.00" TYP. 6.00" TYP. --3.00" TYP. TYP. 7.00" TYP. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR •••• • • • • • • • • • • • • • • • • `r•• foie 5.50" I' ® 5.50" 1 • •• • • • •• • • foie • • • DETAIL 5 STRIKE PLATES TO ASTRAGAL •SEE NOTE •4 SHEET 4 • • • • DETAIL 6 STRIKE PLATES TO JAMB • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 7.375" 31 31" SEE NOTE 10 ON SHEET 4 SEE DETAIL 4 ON THIS SHT. .15" MIN. C-SINK. 11u1 11 DETAILINSTA7 1, ", 0UNTERSINK FOR LLATION ANCHORS 7;0 _� TATOF �,c. 'nEFaQFUGPmt ��: /j Ia4 P•Ep asy, titan_ is wa nPE /1 /1111111i" 2 9s19 Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 0 0 0. PART OR ASSEMBLY: 7, N T7 m r ,70 fW- 0 0 0 o: z 0 w 1-1 O W 0 W n 0 0 N 0 U 0 m n O DATE: 9-11-01 SCALE N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 5 OF 8 81.25" MAX. 0.A. FRAME HEIGHT 107.00" MAX. 0.A. FRAME WIDTH 0 � . .. ff .. ...(®'\ .. . . ..11. . SEE DETAIL 2 ON SHEET 5 4.50" TYP.- 3.00" TYP- 3.00" TYP.+ �~ 6 TYP. 5 SPACES ® 13.85" .00" TYP. .00" TYP. .00" TYP- 16.41 ' TYP. 13.41" TYP. 6.00" TYP. -3.00" TYP. I - - - I In 1 1 I I III 51 - TYP. - 5.50"I \ \V/ II I I I I I 51 TYP. - SEE NOTE 5 ON SHEET 4 SEE DETAIL 5 - ON SHEET 5 I - I I - - - I O I 1 O I I I 36.625" I I TYP. I I I I 3.00" TYP- 3.00" TYP- 3.00" TYP- 7.00" TYP. L -3.00" TYP. 7.00" TYP. SEE DETAIL 4 ON SHEET 5 6 TYP 5 SPACES @ 13.85 SEE DETAIL 3 • • • • • • • ON SHEET 5 • • • • DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR • • •• • •• • • 37.75" MAX. 0.A. FRAME WIDTH 6 SPACES ® 11.54" 81.25" MAX. 0.A. FRAME HEIGHT 5.50" I • • • •• • • • • SEE DETAIL 6 ON SHEET 5 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • _•• •• ••• • • • ••• • • Prepared By: //\\ BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 3 0 0 0 PART OR ASSEMBLY: g 3 N in E La 5 5 0 0 0g w 0 0 0 0 0 5 u 0 5 0 5 0 0 5 0 w N 0 w 0 0 0 0 DATE: 9-11-01 CI SCALE: N.T.S. DWG. BY: JWJ CHK. as S. SAFFELL DRAWING NO.: S-2104 SHEET 6 OF 8 EXTERIOR INTERIOR EXTERIOR INTERIOR 0.50" GLASS BITE SEE NOTE 2 ON SHT. 4 0.125" MIN. rTEMP. GLASS THICKNESS t GLAZING DETAIL 1 ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 SEE NOTE 8 ON SHT. 4 1.000 MIN. GLASS THK. 0.125" TEMP. r GLASS 0.750" AIR SPACE .75" x .50" INTERC 0.50" STEEL SPACER GLASS BITE GLAZING DETAIL 3 TRINITY LITE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU-5007 0.125" TEMP. GLASS eD ID EXTERIOR itati .fir% INTERIOR SEE -NOTE 8 ON SHT. 4 0.500" MIN. GLASS THK. r .25" x .50" 0.50 INTERCEPT GLASS STEEL SPACER BITE GLAZING DETAIL 2 TRINITY LITE FRAME 1/2"INSULATED TEMPERED GLASS LUPOY EU-5007 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 0.125" TEMP. GLASS r L 0.125" TEMP. GLASS 0.250" AIR SPACE NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2406. t.u: 6 o. 29578 Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 0 0 a PART OR ASSEMBLY GLAZING DETAILS h d EL- O 0 0 EZ 0 0 0 0 0 0 0 0 Z 0 0 W CD 0 0 1) m DATE: 9-1 1 _01 SCALE: N.T.S. DWG. BY: JWJ CHK. ST: S. SAFFELL DRAWING NO.: S-2104 SHEET 7 of 8 0.482" I- 1.750" - 2.521" - - 1.670" - 1.042" i t DOOR TOP RAIL LVL 45 1/2" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA #07-0828.01 1+ 1.736.'0.675' t } 1.109" or 1.381" 1- 52 DOOR LATCH STRIKE PLATE STEEL - 1.670" - JL L { 1.210" { DOOR BOTTOM RAIL 2 24GA (0.021") STEEL r_ 1.645" 0.831 " } 33 CORNER BLOCK FOR STEEL BOTTOM RAIL MDF x 3.0" LONG - 1.500" - - 0.624" - 1.670" - 1.000" DOOR HINGE STILE 13 FINGER JOINTED PONDEROSA PINE WOOD ASTRAGAL HAS TWO 0.3125" DIA. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 1.025" ASTRAGAL (IMPERIAL) 40 6063-T6 ALUMINUM } 0.380" } 0.530" - } 0.529" } 0.500" } 0.140" - 1.670" - 1.000" ODOOR LATCH STILE LVL 10 COMPRESSION WEATHERSRTIP SCHLEGEL Q-LON QDS 650 1.250" 2.500" 41 ASTRAGAL STRIKE PLATE (IMPERIAL 0.125" STEEL) 11.875" DIA. VARIES WITH HARDWARE USED • • • •• • WOOD LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE 0.868" 0.585" 1, 2.137" 1.012 0 DOOR LATCH DEAD 53 BOLT STRIKE PLATE STEEL 1.250" 4.5625" - 2.188" - 0.750" 0.500" 47 1" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA #07-0828.01 0.375" 0.375" -I -- 3/8" QUARTER ROUND 32 SIDELITE STOP PINE -I 1.375" 0.097" MULLION CAP 28 VCYPINE (81.25" LONG) 1.710" --{ : • i /// • • • 1•/•`/ w// • •.//ri • • • 4.000" / // j /: / •• LID j//•/6•it /• • //2l_!•; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • WOOD JAMB FINGER JOINTED PONDEROSA PINE I� -II- 0.125" - 1.752" - 2.621 " 38 1f8" S.G. ODL LITE FRAME POLYPROP. ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA #10-1209.01 4.000" 5OHAGER STEEL BUTT HINGE 4" x 4" x 0.097" THK. STEEL i i I 1.000" 0.582' 1 4.041" } OUTS I G STANDARD BUMP FACE THRESHOLD 1K'MIDEp ALUMINUM - BY PEMKO Crn i 00D INSERT Ncrt377' *c-�f.."; * v.D S��Ti�ATE OF r• 0 ' • •'acga�'neb• ��� '" IaR P.L! _�� ��310�"1 BE�CN g5 EBeE'&41','AAA!ll-�f tll 4n O. 29575 Prepared By: l�J BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 -J • m Z Er W W ut M - C') ol 00 m En 0- PART OR ASSEMBLY: UNIT COMPONENTS In OC 0 1 0 m CD CD tJ a 0 0 O 0 9 W 0 L. 0 0 0 ca OD 0 DATE 9-11-01 SCALE N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 8 of 8 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 Prrlcf ict E of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing impact Door Units With & Without Non -Impact Sidelites for Florida Product Approval Report \o. 3; Current Florida Building Code Method: Category: Exterior Doors • • • • Sub — Category: Swinging Exterior Door ..•. • • • ..•• • • .. •. . ••l • • .. • .: . •••• • • • •.. • . •• ....• .. . •... Product: Material: Product Dimensions: . •. • ..•• • • 1— A (Certificatiop) • • • •• • . . • Assemblies Contours Steel Door, Wood Edge Steel/Wood 107" X 81.25" (Maximum) Prepared For: JF:Lli-At FN, inc. 3737 Lakeport Blvd. Klamath Fills_. OR. 97601 Prepared by: 1let mes 1°. Norero., Florida Professional Engineer # 73778 Date: 02/02/2015 Contents: Evaluation Report Pages 1 — 4 . • // //, O,Q� ',. . t .A ,. • C�� i� NAl- '''' Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015.02.18 12:18:39 -05'00' Florida No. 73778 • BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 02/02/2015 Report No: 3398 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Limits of Use: Professional Regulation - Florida Building Commission. • , .•.- • . • Hermes F. Norero, P.E. does not have nor will acquire financial interest in fh'e company manufacturing or distributing the product or in any other entity involved�p t •approval process of*•••� the product named herein. •••• • • •••• • This product has been evaluated for use in locations adhering to the currtn=fk rida WI i1%Code!•:••- .. .. •••• See Installation Instructions 5-2104, signed and sealed by Hermes F. Norlro,P.E. (FL # 7337.8) 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 door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 ,/\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 02/02/2015 Report No: 3398 Quality Assurance: Performance Standards: Referenced Data: Equivalence of Test Standards: 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). The product described herein has been tested per: • TAS 201:94 • TAS 202-94 • TAS 203-94 .••• 1. Product Testing performed by Certified Testing I43borptory, If1�,,., • (FBC Organization # TST1577) • •• • • • Report #: CTLA696W, Report Date: 11/01/2001 • •• • • • 2. Quality Assurance •"•'• • ••••• • National Accreditation and Management Institute,,,, • „ • • (FBC Organization #: QUA1789) ' • • • . . • 3. Component Material Testing of Dylite Expandab115 PolyStyrenaw.:. • Intertek Testing Services NA, Inc. • ••• ' ' •• • •• • • • ASTM E84-08 • • • ••• • Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 • .• Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 02/02/2015 Report No: 3398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. 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 (5-2104) for anchor spacing and more datai16131 the insta1ration requirements. • • Design Pressure: • • • • • • • • • • • • • • • • • • • • • • Design Pressure• • XX, OXXO 0 b XO, XO, • Outswing Positive 57 PSF* Positive ;66 PSF* Negative 57 PSF Negative .70 Fig *Units meet water infiltration requirements corresponding to noted pressures. •• • • • • • • • • • • • • • • • •• • • • • • • ••• • Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4