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WS-18-2273�5t!Os r4r,� Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 tOlitOp' Permit NO. WS-8-18-2273 Permit Type: Windows/Shutters ' York Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/30/2018 1 Expiration: 02/26/2019 Project Address Parcel Number Applicant 42 NE 106 Street 1121360060050 ELIZABETH GERHARDT Miami Shores, FL 33138-2035 Block: Lot: Owner Information Address Phone Cell ELIZABETH GERHARDT 42 NE 106 ST MIAMI SHORES FL 33138-2035 Contractor(s) Phone Cell Phone J&G CARPENTRY INC (561)333-5042 e of Work: CHANGE OUT DOORS (2) NO SIZE CHANGE of Openings: 2 litional Info: CHANGE OUT DOORS (2) NO SIZE CHANGE ssification: Residential inning: 3 Fees Due Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $137.80 Valuation: $ 2,821.08 Total Sq Feet: p Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68671 08/30/2018 Check #: 30340 $ 87.80 $ 50.00 08/23/2018 Check #: 30328 $ 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 conformi the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume re nsibil' y for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLU I CHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE FFID the foreg�ing information is accurate and that all work will be done in compliance with all applicable laws regulating co ruction nina. Fu er I authorize a above -named contractor to do the work stated. August 30, 2018 Auth ized S Bu ng DI August 30, 2018 �F Owner / Applicant / Contractor / Agent rtment Copy 1 Miami Shores Village RECEIVED ZJ� Building Department AUG 23 2018 \ R 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 -y BUILDING PERMIT APPLICATION D/BUILDING ❑ ELECTRIC ❑ ROOFING FBC 201 --? Master Permit No. V"'L 1R2 z -::I-;g Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: City: Miami Shores Countv Miami Dade Zio 3-s" / 3 Folio/Parcel#: ((' : i 3 ' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder):_ (' ZC_';�x �{ �,� r hri �� . Phone#:3C5 `75 Y • 730 Address: 1Q %J(; j C, J 4 4- City: cn, cfly t S j•.!`, 0 J State: S ' Zip: � t 3 � Tenant/Lessee Name:'�,�� 4�r. fdl Phone#:305 ` Email: CONTRACTOR: Company Name: Address:- �1 y l�('' 11—J 1—�-- City: _W b \ M n State: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#:�_ / OL57--D Zip: a .. Phone#: 7.1Mycm;—c 2 Certificate of Competency #: Phone#: Address: O City: State: Zip: Value of Work for this Permit: $ 04a I Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New L2. Repair/Replace ❑ Demolition ^ Description of Work: t -164') -mac, r'IJT OL06 Specify color of color thru We: Submittal Fee $ Scanning Fee $ Technology Fee $_ Permit Fee $ 1 Zo' W CCF $ _ Radon Fee $ z CC) DBPR $ 2- Train i ng/Ed ucatio n Fee $ CO/CC $ Notary $ Double Fee $ Structural Reviews $ _ Bond $ (\ TOTAL FEE NOW DUE $y (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. -Signature Signature 611� OWNER or ANT CONTRACTOR The foregoing instrument was acknowledged before me this _ day of AV011 S7 20 _L1L� by who is personally known to me or who has produced F-2� —/✓pQ"_ as identification and who did take an oath. NOTARY PUBLIC: Ign. r— Print: SLEY E. JDHNSON, AN "' Seal: Mr'PY MYTCO M SSION # FFFF 233383 }, a` EXPIRES: June 10, 2019 RF Nd Bonded Thu Notary Public Underwriters **##*###**#**###*###****#####*## *J**J APPROVED BY The foregoing instrument was acknowledged before me this day of Q 20J by _ who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign - Print: p Seal: =o�P�'P_� ANGELAYOUNG My COMMISSION # FF 951069 N� a EXPIRES. Apnl 12. 2G21 FpF 11�.0 Bonded hru Budget Notary Ser+ices as Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County https://www.miamidade.gov/propertysearch/#/report/summan "E ROPER. APPRAISER Summary Report Property Information Folio: _.........__............_.........._...._..... ._.._._........_.__...... ._...._ 142 Property Address: 11-2136-006-0050 NE 106 ST Miami Shores, FL 33138-2035 Owner ELIZABETH GERHARDT - _ Mailing Address 42 NE 106 ST MIAMI SHORES, FL 33138-2035 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3 / 2 / 0 Floors 1 Living Units Actual Area 1 _ 1,982 Sq.Ft Living Area 1,740 Sq.Ft Adjusted Area 1,767 Sq.Ft Lot Size 19,225 Sq.Ft Year Built 11940 Assessment Information Year 2018 2017 —------- --....... 2016 ..... --- ---------- - :._._..-------- Land Value $230,6381 $230,638, $198,007 Building Value $125,354 $125,524j $125,693 XF Value $800 $810j $820 Market Value $356 792, $356,972 i $324,520 Assessed Value $111,971 $109,6681 $107,413 Benefits Information Benefit Type 20181 2017 --- 2016 -------- Save Our Homes Assessment $244,821$247,304 $217,107 Cap Reduction------+---..._......---- ................ _... ..- Homestead Exemption $25,000i $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Widow Exemption $500 $500 ------ --- ........---._.......__............. $500 ._.. ........... .......... _._.._......-......_....._._...............___..._.... Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 7/25/2018 Taxable Value Information County 201811 201T 2016 _ Exemption Value $50,500 $50,5001 -y.__.—_..__..____.__ $50,500 Taxable Value $61,471 1 $59,168; $56,913 School Board Exemption Value $25,500 $25,5001 $25.500 Taxable Value I $86,4711 $84,168 $81,913 City Exemption Value $50,5001 $50,500 $50,500 Taxable Value $61,4711 $59,168. $56,913 Regional Exemption Value $50,5001 $50,500! $50,500 Taxable Value $61,4711 $59,168 556,913 Sales Information Previous Sale I Price OR Book -Page i Qualification Description Short Legal Description 36 52 41 PB 41-78 DUNNINGS MIAMI SHORES EXT NO 2 LOT 5 BLK 202 LOT SIZE 75.000 X 123 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.gov/info/disclaimer.asp Version: SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 18 No. H0251-139341 ------------------------------------------------------ Store 0251 N MIAMI BEACH Phone: (305) 940-6503 1245 NE 163RD STREET Salesperson: RJB3229 NORTH MIAMI BEACH, FL 33162 Reviewer: KTW533 Name Phone GERHARDT MARY (305) 764-7806 Address 61 NE 104TH ST Phone (305) 934-3605 Company Name City MIAMI SHORES Job Description m State FL Zip 33138 Count, MIAMIDADE REPRINT Lx 2018-07-26 16:05 We _' ' ' • M E RC HA N D I S E AND SERVICE SUMMARY soldrtocustomereserve the s right to limit the quantities of merchandise REF # W17 SKU # 0000-515-664 The items listed in this section will be carried out of the store by the customer at time of sale. STOCK MERCHANDISE CARRIED OUT: REF # SKU I QTY IUM DESCRIPTION PI TAX PRICE EACH EXTENSION R16 0000-909-843 1 2.001 EA KW SIG JUNO COMBO PACK -SATIN NICKEL / A Y $49.92 $99.84 • 1 $99.84 END OF CARRY OUT MERCHANDISE - REF #W17 INSTALLER DELIVERY #1 REF # 101 STOCK MERCHANDISE TO BE DELIVERED: REF # SKU QTY UM DESCRIPTION PI TAX PRICE EACH EXTENSION R08 1001-753-990 3.00 EA 2X8-8FT #2PRIME PT GC / A N $10.37 $31.11 R09 1001-753-972 3.00 EA 1X8-8FT PT GC WEATHERSHIELD / A N $7.37 $22.11 R10 0000-252-677 54.00 LF 1-1/4 X2 PFJ WM180 BRICK / A N $1.69 $91.26 R11 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING / A N $1.19 $28.56 R12 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD / A N $5.57 $16.71 R13 1001-753-877 3.00 EA 2X6-8FT #2PRIME PT GC WEATHERSHIELD / A N $7.88 $23.64 R14 0000-565-447 27.00 LF 11/16 X2-1/4 PFJ WM366 CASING / A N $0.83 $22.41 S/O - MDSE TO BE DELIVERED: REF # S02 ESTIMATED ARRIVAL DATE: 08/21/2018 P.O. #51548417 """ CONTINUED ON NEXT PAGE — Check your current order status online at www.homedepot.com/orderstatus Page 1 of 18 NO. H0251-139341 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: GERHARDT Page 2 of 18 NO. H0251-139341 INSTALLER DELIVERY #1 (Continued) REF #101 REF `# SKU QTY UM DESCRIPTION PI TAX PRICE EACH EXTENSION S0202 0000-665-683 1.00 EA NA / 37X80 STEEL SINGLE DOOR UNIT LEFT OUTSWI / 37X80 STEEL A N $606.72 $606.72 SINGLE DOOR UNIT LEFT OUTSWING #1 S0203 0000-665-683 1.00 EA NA / (CONTINUED) / 37X80 STEEL SINGLE DOOR UNIT LEFT A N $0.00 $0.00 OUTSWING(CONTINUED) SILLFINISH=ALUMINUM,QAROOMLOCATION=FRONT,QAISTHISAREMAKE =NO,QASPECIFICINFORMATION=XX,QASTRUCTURALDPRATING=DP+66/- 70,QAWATERRATED=YES,QAWATERDPRATING=DP66,QAWATERPSFRAT ING=9.9PSF QAREGIONALCOMPLIAN S0204 0000-665-683 1.00 EA NA / 35.5X80.25 STEEL SINGLE DOOR UNIT LEFT O / 35.5X80.25 STEEL A N $606.72 $606.72 SINGLE DOOR UNIT LEFT OUTSWING #2 S0205 0000-665-683 1.00 EA NA / (CONTINUED) / 35.5X80.25 STEEL SINGLE DOOR UNIT LEFT A N $0.00 $0.00 OUTSWING(CONTINUED) ,QASILLWIDTH=69/16",QASILLFINISH=ALUMINUM,QAROOMLOCATION=F RONT,QAISTHISAREMAKE=NO,QASPECIFICINFORMATION=XX,QASTRUC TURALDPRATI NG=DP+66/- 70,QAWATERRATED=YES,QAWATERDPRATING=DP66,QAWATERPSFRAT IN • • $1449.24 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLATION #1 REF # 101 ESTIMATED INSTALL BEGIN DATE: 07/24/2018 ESTIMATED INSTALL END DATE: 08/23/2018 MERCHANDISE TO BE INSTALLED: REF # SKU QTY _ _ __UM DESCRIPTION R08 1001-753-990 3.00 EA 2X8-8FT #2PRIME PT GC R09 1001-753-972 3.00 EA 1X8-8FT PT GC WEATHERSHIELD R10 0000-252-677 54.00 LF 1-1/4 X2 PFJ WM180 BRICK CONTINUED ON NEXT PAt3E'** Page 2 of 18 NO. H0251-139341 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: GERHARDT Page 3 of 18 NO. H0251-139341 INSTALLATION #1 (Continued) REF #101 R11 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING R12 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD R13 1001-753-877 3.00 EA 2X6-8FT #2PRIME PT GC WEATHERSHIELD R14 0000-565-447 27.00 LF 11/16 X2-1/4 PFJ WM366 CASING S0202 0000-665-683 1.00 EA SO JW EXT STEEL 28 DAYS OR LESS S0203 0000-665-683 1.00 EA SO JW EXT STEEL 28 DAYS OR LESS S0204 0000-665-683 1.00 EA SO JW EXT STEEL 28 DAYS OR LESS S0205 0000-665-683 1.00 EA SO JW EXT STEEL 28 DAYS OR LESS BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY I UM ITAXI PRICE EACH I EXTENSION 0000-523 -672 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 0.00 EA N 1 $287.00 $0.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 11 MULTI DOOR DISC - EXTERIOR DOOR UP TO 36X96/ 1.00 EA N $240.00 $240.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 36"X96" / 2.00 EA N $145.00 $290.00 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 2.00 EA N $15.00 $30.00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM I TAXI PRICE EACH EX S CAN 1 BUCK PREP 2.00 PA N 1 $145.00 $290.00 2 RETURN FOR INSTALLING CASING AFTER INSPECTION 1.00 PAI N 1 $75.00 $75.00 INSTALLATION SITE NAME:'I GERHARDT MARY INSTALL LABOR CHARGE: $925.00 ADDRESS: 42 NE 106th 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-1 reirl"11979 $875.00 PHONE: 305 7547805 ALTERNATE PHONE: 305 7547805 BASIC INSTALLATION LABOR INCLUDES: " PRE -INSTALLATION JOBSITE INSPECTION " INSTALL NEW CUSTOMER PROVIDED SINGLE LAYER INTERIOR CASING • DELIVERY WITHIN 30 MILE RADIUS OF STORE STUCCO REPAIR, SEE OPTIONS ""* CONTINUED ON NEXT PAGE Page 3 of 18 NO. H0251-139341 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: GERHARDT Page 4 of 18 NO. H0251-139341 INSTALLATION #1 j (Continued) REF #101 * REMOVAL OF EXISTING DOOR UNIT CASING/TRIM IS THE SAME SIZE OR WIDER * INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT * INCLUDE NON -COLORED STUCCO PATCH TO REPAIR MINOR CHIPS * INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER 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 AND EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE CARE OF PRODUCT TO ENSURE PROPER OPERATION * DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS EXISTING DOOR 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 4 of 18 NO. H0251-139341 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: GERHARDT Page 5 of 18 NO. H0251-139341 INSTALLATION #1 (Continued) -.. — I REF #101 INSTALLATION #2 REF # 107 ESTIMATED INSTALL BEGIN DATE: 07/24/2018 ESTIMATED INSTALL END DATE: 08/23/2018 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 I DESCRIPTION QTY I UM TAX PRICE EACH EXTENSION 7 1 PERMIT FEE/ 390.001 EAJ N 1 $1.00 $390.00 INSTALLATION SITE NAME. JGERHARDT,MARY INSTALL LABOR CHARGE: $390.01 ADDRESS: 61 NE 104TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: 1 $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N 11114 1 wel$390.01 PHONE: 305 7547805 ALTERNATE PHONE: 305 7547805 BASIC INSTALLATION LABOR INCLUDES: ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. ' DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL POSTAGE AND ADMINISTRATIVE). PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, " 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 OF INSTALL #2 Page 5 of 18 NO. H0251-139341 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: GERHARDT ITOTAL 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.' Page 6 of 18 NO. H0251-139341 •-s - • • $2814.09 SALES TAX $6.99 TOTAL $2 821.08 BALANCE DUE $0.00 Page 6 of 18 NO. H0251-139341 Customer Copy o o w g N Q �cr w U J CC fl) y 2 ttl 2 `L v J (A r 0 III w Cl 2 11 O_ Z �-. O Z C ~ l Iw! I n 0 n 7 72 34" X 80" 36" X 80" 000000 • • •••• •••••• • •• • • 1 •••••• • •• • •••••• •••• • •• ••••• REPLACE DOORS IN 2 OPENINGS ONLY. • • • • • • • • • • • • • .... .... ...... NEW DOORS TO BE IMPACT RESISTANT- R E HURRICANE SHUTTERS NOT REQUIRED. • • • C E V • Frj)• • • • '..••: �.9�� 2 3 21V..: OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 36 80 20.00 4 38.2 -41.6 FL14569.6 66.0 -70.0 FRONT ENTRY - LSMI 2 34 80 18.89 4 40.1 -43.4 FL14569.6 66.0 -70.0 DEN - 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 3/161, 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 ` 11 FT 11 IN GERHARDT RESIDENCE 42 N.E. 106TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 01/09/2018-12:09Dm inteml Plan Sheet Store\Windows-Doors-ShuttersWOO Wind Charts\ Referenoe\2017 Windload Charts References\2017 b FBC WIND CHART. 2 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONC4 PRESSURES Mean DESIGN PRESSURES (PSF) - Z E 4 Roof tary Area (Sq Ft - _ Height 10 2 30 40 5` -43.4 , -41.6 -40.6 -39.8 $9 ft 0 -15 +40.1 +38. +37.2 +36. .3 -42.2 -41.4 ` 18 ft +41.6 +39.7 +38.6 +37.9 +37.3Y -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 25 ft +44.6 +42.6 +41.4 1 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 -45.4 30 ft +46.3 1 +44.3 +43.0 +42.2 +41.5 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +47.9 +45.7 +44.5 +43.6 +42.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft +49.2 +47.0 +45.7 +44.8 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -58.2 1 -55.8 54.3 -53.3= -_52. 60 ft +53.6 +51.2 +49.8 +48. } v EXTERIOR ZONEF5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZO E 5 VWf Tributary Area (Sq Ft) Efight 10 1 20 1 30 1 40 50 53.6 -50.0 -47.9 -46.4 -45.2 +40.1 +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -47.0 18 ft 18 +41.6 +39.7 +38.6 +37.9 +37.3 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 r 4 30 ft f+41S +46.3 +44.3 +43.0 2 -64.1 -59.8 -57.3 `. - S= ={^ 35 ft +47.9 +45.7 +44.5 42t 40 ft -65.9 -61.5 -58.9 7.1 `6 +49.2 +47.0 +45.7 -67.6 -63.0 -60.4 -58.5 5 - 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 71.8 -67.0 -64.1 62.1 -60.6 ft +53.6 +51.2 +49.8 +48.8 +48.0 L� WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN IDENTIFY THE ZONE OF THE IRE BELOW LEFT OR INFORM MRH _< 60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) OR EXTERIOR (ZONE 5) PER THE 1. . ANY QUESTIONABLE i IRNGL�TOBNCONSID tED THE MORE CRITICAL (EXTERIOR) ZONE 2^.) IDENTIFY THE BUILDING M�ll VE ROflF jiEjJ�/T FROM THE LOWEST GROUND ELEVATION. IF MEAN ROOF HEIGHT CANNOT E, _ NE D, U6�b��K (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP R F-HEi61;Q C NI7CY VALUE. 2. VAUD FOR ALL Root S Eep-FO SLOPES r (E AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY71REAaFTL1EPP� STION AS THE GREATER OF (HEIGHT TH) OR THE SPAN LENGTH (HEIGHTj4NTEFFEC'IVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTUKArOPENINGS 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. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I ACCORDANCE WITH CODE. S. 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. VERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 ECTION 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 8, 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 8t 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�OF%FaED HEREIN. 10. THIS SPECIFICATION DOES NOT''yyDDFFER-AN1`PRODOiTAP CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST ALLIESCRITERIA AND OTHERR%ApPRQ CORDANCE INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T11. ADHERE TO ALL LOCALg66qRR GE E ACCORDANCE WITH GOVERNING CODES. 12. NO C RTIFICATION IS OFFER DIFOj� CTI EG F {HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED Ii�I�DDIT1 . CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, INTERIOR ZONE(4), EXTERIOR ZO t?rlltrGHT EXPLAINED LEAST HORIZONTAL a m z = z w o m M - 4' c ' DIMENSION mT9m t7gjam^'m61Z a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M ROOF PEAK ROOF F Z El O Z C I- �^ p Z i O" -171 HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 5 m o p 3I 1 x x . i m Tn X HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. 70 m n D 2 v D m y C Z ; , Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN N r- Z 1 F'� T D • O ROOF 2 5 ® MOZ4OD X.-Or Zi TT --1 3 REQUIRED. MF.4N SAVE HEIGHT P Z m 3 D m C w a a ROOF ROOF \ • • • • • • • `z > Z tQmS a C7 z O D f HEIGHT HEIGHT O i i •• i izp �7'j0 z q- 2 Z m r11 O QD 5 • •• • • •O m �p DGTmD D F, rzmr•rtI C 5 5 • • • • _ ap Zm�j rDp i C7 z 4 4 ®• ... .. �' <� o o cn 5 5 F a PLAN VIEW D �-+ 9 In c o m R1 a 1 �(5 COMPLEX \ �mZ�rna rmmr z V)-n r ELEVATION ISOMETRIC CORNERS - 5 5 • T `"A to 0 ;, -4 ; rW O O o REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/1, m 3 z � Vm i z 4 REV- ADJUSTED HEIGHTS GSS TSB 0410911 REV 2014 FBC DGM TSB 06/10/' UPDATES, 2017 FBC FLB FLB 12I17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL. NOT BE REPRODUCED IN WHOLE OR PART WITHOUT $ 1 -� WRITIEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, A ADDITIONS. OR OTHER MARgNGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFKATION. 6TH EDITION FLORIDMIADIOG �D 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS 8CCLA jD;NQ • • MASTER PLAN SHEET • • 000 • ASCE 7-rO* •' •0 0% ENGINEERING EXPRESS® CORPG"TE OFFICE: 40 SW 12th AVENUE, SUITE 106 • DEERFIELD BEACH, FL 33442 • P: (954) 354-0660 F: (954) 354-0443 • • • CERT OF AUTH N9885 • E: HEUA@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS. COM yWO O C°DO xD I_A O O OTC z L �r O Z D Lnw -N pZ In D O rn F..► v < 00 m Flonda Building Code Online wrr me lit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search dbprUJ03,115 Product Approval USER: Public User :curt %noroval "I""i > Product nr Aoniicatlon Search > a olicarirn List > Application Detail FL # FL14569-R9 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments • • 0000 • • • • • • .• • •• • • Archived • • • • • 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 Eauiv ASTM E84 Equivalency Letter SS 2017-08 31 Ddf hup- N\ tknidabuilding,orgprpr_app_diLasp�'param=��GFVSQwtDqu�TV'BjriRcY'g°'o2tDEHWIXNL�I'ydhcl7CZptikRfVlOUw�IktQ4a�d°o3d[12i21�20174:04:�1 PhQ Flonda Buildm_ Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 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 3W0509-03 14569.2 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: 14569.3 Contours Steel, Wood Edge 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: 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 CACN1006 `7-R7 r ifi a i�df Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R9 II 3WO509 03 InstailatiyA. J% Verified By: Hermes Ndrero T3778 0900 • • • • • • Created by Independente&i delarty: Ye& • •• Evaluation Reports •••••• •••••• 1 FL14569 AE PER3392.Rdf ••••:• Created by Independent •rdarty: �..__.._...— Yes • ;••..; ----- 0000 a a ..........-•. • • --—._..._. • •.. • • .........• ........... ._........... Full Lite Door, Inswing, 6�bRz 6'-8" • •` ••;"• 000000 Certification Agency Gg0tif ateFL14569 • • • R9 C •• •• •••••• Quality Assurance Coax rac xpiration ate • `. 06/30/2019 ` ` • • • • • • • • Installation Instructions • • • • FL14569 R9 II JW050%0 listallatiac od4 �•`••� Verified By: Hermes Norero 73778 • • Created by Independent Third Party: • • •' Yes Evaluation Reports FL14569 R9 AE P R3393.hdf Created by Independent Third Party: Yes Full Lite Door, Outswing, 6-0" x 8'-0" Certification Agency Certificate FL14569 R9 C CACN1006254-R5 Certificate.ud Quality Assurance Contract Expiration Date 09/30/2019 I Installation Instructions FL14569 R9 II 3W0509-01 SS 2015-07-02 Ddf 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" Certification Agency Certificate FL14569 R9 C CAC NIO11062 NI01.1.062.01 Celtlficate.Ddf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R9 II 3W032012FL Insta.lation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3321.12df Created by Independent Third Party: Yes I _. ____ --.... ...................__._ ...__.: 14569.5 Contours Steel, Wood Edge Opaque Door Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8 -0" Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R9 C CAC NIO11061-Rl Cert+ficate.pdf hnp: pi app dttaspx°pararn—,GEV'XQ,,tDguxTV'B.iriRcl'g'-.2fDEHVV'IXNZN'y.dhcl7CZp',icRf',lOUwxlktQ''.,dlo3d[12/21/20174:04:51 Phl1 Flonda Buildijw Code Online 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 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: Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R9 II 3W072012FL Installation.ud Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3322.Ddf Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6-8" Certification Agency Certificate FL14569 R9 C CAC NI011082-Rl Certificate.odf Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R9 II S-2104 Installation. odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" x 8'-0" ......... .......... ....._. .... - Certification Agency Certificate • • • • .._. .. ............... ... FL14569 R9 C CAC NI011096-R1-NI111096001- •••••• R1. Certificate.�df ; • • Quality Assurance Contifdtt E7cpiratiph%afte • • • 08/31/2019 •••••• •• • •••••• Installation Instructions • i • • • • • FL14569 R9 II S-2108-0�. Verified By: Hermes Norero 737.78 • • • Created by Independent A"113arty: Yes • • Evaluation Reports • • • • • • ' • • • • • • FL1.4569 R9 AE PER387"o4fe� •••�•• 000000 Created by Independent•TJiVg poprty: Yes • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 323U Phone: 850-487-1824 •• • • • • •• • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Access i bility Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® 91 � ached: 0 Credit Card Safe hnp: "%N%N.tl0ridnbuildinp.01gprpr epp 20174:0451 Pull BUILDING DROPS 398 E. Dania Beach. Blvd A Perfect Solution in Every Drop! Suite 338 in Dania Beach, FL 33004 Certificate of Authorization: 29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 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 This document shall serve to state that leld-Wen products tested in accordance with ASTM P84-95.as per "el" Edition•:• Florida Building Code shall be qualified for the requirements of the 6 th Edition Florida Build ing'Code. •••••• •• .. . ...... The testing on the products complies with the requirements specified within the ASTM E84-1i ;dard, js required bN the 6th Edition Florida Building Code. This standard is listed under Chapter 35 of the current Niiida'SuildiagtWe 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-V %i•te. st results meet or • • . . ..... exceed requirements of the 6th Edition Florida Building Code. •••••. • . Respectfully submitted, ' F. i 7 itally signed by Hermes F. Norero, P.E. 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 �p CERflfifCRl� keep., 'Y Company: JELD-WEN Exterior Doors Certification No.: NIOII082-RI Q�� are ` • s 3737 Lakesport Drive Klamath Falls, OR 97601 Certification Date: Expiration Date: 05/01/2012 08/31/2019 N 1 Revision Date: 05/05/2015 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelite (wood frame) DP 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 Nvww.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design I Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number & X O/S Opaque 3'2" x 6' 10" +66/-70 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1-8) vninv vio IJVVI-"payue + j x o IV Too/-io Iv.o psi U001- T es Max Panel Size: 3'0" x 6'8" Single w/Sidelites Sidelite-Glazed Sidelite-No Sidelite DLO 6" x 5'3" (1/8" Tempered Glass) Installation Details. S-2104 (1-9) OXO O/S Door -Opaque 5' 10" x 6' 10" +66/-70 10.0 psf Door -Yes CTLA-696W Single w/Sidelites Sidelites- Sidelites-No Max Panel Size: 3'0" x 6'8" Sidelite DLO. 6" x 5'3" (1/8" Tempered Glass) Glazed Installation Details: S-2104 (1-8) XX O/S Doors -Opaque 6'3" x 6' 10" +57/-57 8.55 psf Doors -Yes CTLA-696W Double Max Panel Size: 3'0' x 6'8" Installation Details- S-2104 (1-8) OXXO O/S Doors -Opaque 8' 1 1" x 6' 10" +57/-57 8.55 psf Doors -Yes CTLA-696W Double w/Sidelites Sidelites- Sidelites-No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6 x 5'Y (1/8" Tempered Glass) Glazed Installation Details: S-2104 (1-8) I I I an ••1, • • • • le •• I National Accreditation & Management Institute, Inc./4794 GeorgetVx*shineten'-Memorial Highway/Hayes, VA 23072 Tel: (804) 684-504/F�A,'t (W) 6$4-_i �,• . . . ... . NAMI AUTHQRjZ.1{.D SIGNATURE:. : .. .. . .. .... .... ....... . . . . . . . . . . . . .. .. . . . •• .. ... . . . ... . . JELDrWEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 64" OPAOUE OUTSWING IMPACT DOOR UNITS WITH & WITHOUT NON•IMPACT SIDELITES GENERAL NOTES I. 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 BUCKS 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 OR STUCCO. 4. SEE TABLE I 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 all Irame conditions) COMPONENT CONSTRUCTIONS. Face sheets: 24 ga. (0.020") minimum thickness, Galvanized Steel A-525 commercial quality - AKDO per ASTM 620 with average minimum yield strength Fy(ove.)=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 24GA. (0.020' min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67" wide x 1.042" high. The steel bottom roil is roll formed 0.021" galvanized steel measuring 1.67" wide x 1.21' high. The s,'des of the face sheet ore roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67' x IT The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Lite Const.: The sash is constructed from 24GA (0.020" min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sidelite panels are routed to receive the OOL Lip Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are sealed w/ OSO 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 sidelite 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 a standard bump face Pemko threshold measuring 4.041" deep x 1.0" high. The threshold is attached to -- 74.5" MAX. O.A. FRAME WIDTH --- .875" TYP. -- -- - - 125" 36.625" MAX. O.A. PANEL WIDTH - 36' MAX. O.A. _ W/ASTRAGAL PANEL WIDTH 1 INACTIVE ACTIVE 80" MAX. O.A. PANEL HEIGHT 81.25" MAX. E O.A. 3 FRAME HEIGHT A 0.625" - 37,75" MAX. O.A. _ VIEWED FF FRAME WIDTH .875` TYP. - - 36" MAX. O.A. PANEL WIDTH f®® 80" MAX. O.A. PANEL HEIGHT 6 81.25' MAX. C D O.A. FRAME HEIGHT • • • • 0.625` A • • SINGLE OUTSWING IMPACT UNIT (X) FROM EXTERIOR VIEWED - 70.25" MAX. O.A. FRAME WIDTH - 75" .75" MULL. 15.5" MAX. O.A. iYP. - ~ BAR TYP. y � SIDELITE FRAME WIDTH .875" 36" MAX D.A..14" MAX. O.A. TYP. PANEL WIDTH PANEL WIDTH � rn ®® � 00 6" MAX. ? 2 ' M O.A. D.L.O. 2 a ¢ allo MAX WIDTH W Y oD it 2 O.A. PANEL 63.125" 0 HEIGHT MAX. W ^ Z �TT9 O.A. t"5 �c a. 8 D.L.O. D MAX.X. F G HEIGHT O.A. FRAME HEIGHT 0 W � � Woo �N 11 SINGLE OUTSWING IMPACT o ' Q z 0.75" J D.625" J A B UNIT (OXO) W/ N N-IM SIDELITES VIEWED FROM EXTERIOR IMPACT UNIT (XX) o zw d EXTERIOR 107" MAX. O.A. FRAME WIDTH S z o .875" 125" .75" MULL. 15.5" MAX. O.A. w ti z w TYP. - BAR TYP. - SIDELITE FRAME WIDTH S S z a 36PANE MAX. O.A. PANEL WIDTH 36" MAX. O.A. 14" MAX. O.A. PANEL WIDTH W/ASTRAGAL PANEL WIDTH OR a �oo=o f ® ® ® ® 3 INACTIVE ACTIVE 6" MAX a >: O.A. D.L.O. s g 2 80" WIDTH c, MAX. v O.A. omm PANEL 63.125" HEIGHT H MAX. No N ® D.A. www4a 81.25D.L.O. MAX, HEIGHT O.A. FRAME 2 o2? 2�oZ�i� HEIGHT o �W �W W ti W, I, ooaozlz •• • • • o 0 0 o w w • • • • • • I � � O O O O • • • • • • •{ DOUBLE OUTSWING IMPACT • • • • • 1 J Illlt7j B UNIT (OXXO) W/ NON -IMPACT • 00.75 • • • 0.625� • ,J� F A, _ zO SIDELITES HEWED FROM EXTERIOR DESIGN PRESSURE RAIINGIIIESE W74• wilLIAGIONREEQ(llff : V 1 DES• • SiNUE WOR UNIT (X, ox, X0, OXD) • • •+66 p•f�70 psi• W/k9 NON -IMPACT SIDELITES • • W/WO NON -IMPACT SxJELIfES +57 psi -57 psf ��,✓4\GrS� p % •:•. O ' DATE: 9-11-01 • • • • • • • • • • • • • • • • • • • - %1 1 3�,17 _ _ * / �tJ ` $ ; �TJXTk QF Prepared B : p y Q` Ste' N. T. S. DWG. BY: JWJ CH . BY: S. SAFFELL • • • •�DRAWING 3.11y NO.. S-2104 signed by Hermes F. Norero, P.E. Reasorr.lam approving this document %'n p i7e n aio `` rjA��E.piireAytyH��op *y�x BUILDING DROPS, INC. Phone: 954-399-8478 Date: 2015.02.18 s7'44-49 05'00' rePE D2 pE AUM�BZApQHN�O. Y95]B Fox: 954-744-4738 SHEET I OF 8 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 0.75" MIN, EDGE DIST. 1.50" MIN. 0.250 EMB. INTERI R 81.25" MAX. O.A. FRAME HEIGHT CONCRETE/ 0.75" MIN. CONCRETE/ MASONRY 51 EDGE DIST. MASONRY BY OTHERS 150" BY OTHER MIN. 19 EMB. 0.250" MAX. 11 SHIM SEE DETAIL 7 32 1 ON SHEET 5 31 17 SEE NOTE 6 ON 29 SEE NOTE 3 0 SHT. 4 SHT. 4 1.750" MIN 1.750" MIN. PANEL THK PANEL THK 36 17 SEE NOTE 2 ON 23 SHT. 4 38 45 0.125" MIN. J 47 GLASS THK. XTE ERIOR 80.0" INTERIO EXfERIQR 80.0" 81.25° MAX. MAX. SEE GLAZING MAX. O.A. DETAILS, SHEET PANEL EL FRAME 7 ` PANEL HEIGHT HEIGHT HEIGHT SEE NOTE 2 ON SHT. 4 23 37 1 { \ .625" 1.25" MIN. 1.25 2.50" MINI CONCRETE/ EMB. MIN. EDGE DIST. MASONRY EMB. BY OTHERS VERTICAL CROSS SECTION \2J WITH HIGH DAM THRESHOLD 38 36 NOTE 6 ON 29 17 SHT, 4 32 NOTE 8 ON 16 SHT. 4 SEE SEE DETAIL 7 NOTE 30 • 004 ON SHEET 5 ON SH 4 31 • • 44 \\\ • ITEM DESCRIPTION MATERIAL I 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 12 a. 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 14 110 x 1 3 4" PFH WOOD SCREW STEEL 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD 16 3 i6" ITW 7APCON ANCHOR W1 1 I 4" MIN. EMBED. EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cT DENSITYBY JELD-WEN STEEL 17 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 DEADBOLi NOT SHOWN STEEL STEEL 23 J8 x 1 1 2" PLASCREW ODL LITE FRAME 24 IS x 2" PFH WOOD SCREW STEEL 25 8 x 2 i 2" PFH WOOD SCREW STEEL 26 JIO x 1" PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL 27 tO x 2" PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE 30 GLAZING COMPOUND (OSD 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 JF51 STEEL 35 SCHLAGE DEADBOLT 18360 NOT SHOWN STEEL 36 SIDELITE STEEL FACE SHEET 24GA. 0.020" MIN. STEEL STEEL 37 i 8' TEMPERED GLASS BY PPG CLASS 38 IODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MULLION BAR 3 4" x 4 9116 x 81 i 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 112" I.G.U. POLYPROP. 46 1 2' INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 47 LITE FRAME BY TRINITY FOR 1" GLASS POLYPROP. 48 1" INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS STEEL 9 LITE FRAME WCR&V 164y*l 1 2" LONG PANHLAD BY TRINITY 60 LANING•COMPOWD COW 1199 SILICONE * D LA SCREW W 1.50' MIN. EMBEDMENT )4E STEEL C PLATi STEEL 53• OOR•LATCF#DEAb BCL1 STRIKE PLATE STEEL 1 • " `\ •CoNCROW ••• •• NM�ONR : ••• ••• ZI L 75"�-2' 50" MI • •MINEDGE DIST. • Ay OTH S • • • • • • • • • B VERTICAL CROSS SECTION AT SIDELITE SASH y4 rePE �� • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 0 0 J 0Ln 2 tt uS � WLu Ln a W M Q = 9 M ]C d NO "/// - W O U R1 Q -k DATE: 9-11-01 M-YV" ` Prepared By: SCALE: N.T.S. DWG. BY: JWJ , CHK. BY: S. SAFFELL QF �qP 1: Q BUILDING DROPS, INC. Phone: 954-399-8478 DRAWING NO.: 5-2104 SHEET 2 OF B y" dS2� QR 0. 195)9 Fax: 954-744-4738 SEE NOTE 4 ON SHE. 4 EXTERIOR < d \ INTERI R i 51 10 0.75' MI .° ° ° 1 17 DI EDGE T. / SEE DETAIL 5 I ' ON SHEET 5 <. n 0250• MAX �C1 HORIZONTAL CROSS SECTION 3 TCH JAMB TO BUCK LA 1.50" MIN. SHIM EMBED. CONCRETE/ MASONRY BY OTHERS SEE NOTE 1 ON SHE. 4 26 17 15 1 7 40 52 7 1 15 INACTIVE �EXTEFRIQACTIVE XTERIOR 1 750" MIN. PANEL THK. / / INTERI R 17 1 10 51 SEE DETAIL 5 ON SHEET 5 �01 HORIZONTALNGCROSS SECTION 0.250" MAX. HIE JAMB TO BUCK SHIM • • SEE NOTE 1 SHT. 4 •• • • • • • • DETAIL 1 • 0 0 0 0 0 ASTRAGAL TO STILE ATTACHMENT ••• • SEE NOTE 7 27 ON SHT. 4 0 m V m 0 � Z M W W °LO LU a A. CONCRETE/ 4 MASONRY ° BY OTHERS ° ° 0.75" MIN. W o a EDGE DIST. g 2 o gio Chi V) p ° o - pW i- N BOLTS (2) TOTAL; (1 EACH) LG. AT TOP & BOTTOM 1.750 MIN • • • • • • • NOTE. ITEM 24 NOT SHOWN THIS _ PANEL 7HK � � • • • • • • • • • VIEW FOR CLAPp \iPli�tttltt o o n INTERIOR ES F. NO''�� I w o- o 0 gUCpQ 7 SEE NOTE 4 SEE DETAIL �� Q •' �G .' DATE: g_ 11 _01 24 1 ON THIS 10 1 11 • • • • • • • • / O _ Pre ared SCALE: N.T.S. ON SHE 4 SHEET • • • • • • • • • 77&" _ P By: • • • • • • • • • _ * f- * _ OWG. BY: JWJ f � • • • • • • • • • • • _ ,fj .STATE 9E .z � � cNK. BY S. SAFFELL �E1 HORIZONTAL CROSS SECTION • • • • • • • • O P, <v DRAWING NO.: 3 A7 IMPERIAL ASTRAGAL %� "p.�LO BUILDING DROPS, INC. 5-2104 59/ �E.,D BEACH Phone: 954-399-5478 EBPE'¢tjVl 29575 Fox: 954-744-4738 SHEET 3 or 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 1 15 1 17 %� HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB EXTERIOR INTERIOR 1.750" MIN, PANEL THK. SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION �% AT SIDELITE TO HINGE JAMB NOTES: CONCRETE/ 51 SEE NOTE 3 1. SPACING FOR ITEM #26 THE #10 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 19 20 4 31 ON SHT. 4 AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP IT, 2.5", 4.0", 5.5, 13.0", 18.0" & 26.0". BY OTHERS � 2. SPACING FOR ITEM #23 THE 18 x 1 1/2" PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL; 3.0" IN FROM EACH CORNER. 32 36 38 45 ON THE SIDES, VERTICALLY. FOR THE SIDELITE PANELS; 3.0", 13.0", 26.0", 39.0", 52.0" & 63.0". 3. SPACING FOR ITEM #31 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ° ITEM 19 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. �� P 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A 18 x 2 1/2" PFH WOOD SCREW. \ WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #24, A j8 x 2" \ PFH WOOD SCREW. ° \\ 5. SPACING FOR ITEM #25 THE #8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, "e IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, • + •� • JEE N07E 2 23 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM #29 SILICONE CAULK ON THREE SIDES AND ° � • • • ON SHT. 4 :�•� • 3/8" QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4" LONG. • � 0.75 MIN. 7. WHEN ATTACHING THE HINGE TO THE a° • • • � • `� 29 SEE NOTE 6 JAMB AND BUCK USE ITEM #27, A #10 x 2" PFH SCREW. WHEN ATTACHING • • • EDGE DIST ON SHT. 4 THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #14, A 110 x 1 3/4" PFH WOOD SCREW.a 8. SPACING FOR ITEM #49 THE #6 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: e SEE DETAIL 5 f SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY; 3.25", 18.0625", 32.8125", 47.5525" & 62.625". I • • • ON GHEET 5 SIDELITE LITEFRAME TOP & BOTTOM FROM THE LEFT; ONE (1) SCREW AT 4.4375". + • • • • • • • • 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE • • • • • • Q.290" AIAX.�• USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. • • • • • • • iH�M� • • 10. USE ITEM #51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO • • LSO• AfIN. • • • ' � MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. EMBED. 0.750" NOTE 7 SHT. 4 SEE NOTE 2C ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE GLAZING DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 EXTERIOR 0.125" MIN. INTERIOR GLASS THK. HORIZONTAL CROSS SECTIOI AlIAIIPELITE TO BUCK i� SFNn.�4. •O (Y MPE 29575 /III IIIIf 0 0 � ca Cl - 0 Zcc C6 A W W Ln a W o^5 Y a z W � o� w� g 3 a zs 8Z �+ o ala 0 DATE: 9-11-01 Prepared By: SCALE: N.T.S. DWG. B: JWJ cHK. BY: S. SAFFELL BUILDING DROPS, INC. DRAWING No.: 5-2104 Phone: 954-399-8478 Fax: 954-744-4738 SHEET 4 of 8 • • • • • • • • • • • • • • • • • • • • • • MAX. O.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHT. SEE DETAIL 4 ON THIS SHT. 6.00" T 12.50" 6.00" T1'P. iTYP. - 3.00" TYP. TYP 16 TYP. I I III III I I 7.375 51 s1 TYP. iYP 31 5 SPACES ® 13.85" SEE DETAIL 5 81.25" — r ON THIS SHT. — MAX. O.A. / 1 FRAME 5 +0"� HEIGHT I III -11 3 — / TYP. II — - 3.00" TYP. 12.125" 6.00 7.00" TYP. TYP. TYP. SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 25 16 SEE NOTE 14 27 7 SHEET 4 41 \ 000 \ / 6 • • \ 000 �� • 6 \ / 41 �c� 1\ • • DETAIL 2 - 0 HEAD JAMB DETAIL 3 ® THRESHOLD DETAIL 4 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR 81. MF 0. FRI DETAIL 5 DETAIL 6 0 10 STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB rgr/E FBPE CHL v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 � Z t/1 M WW 00 Lo ��QLo W Q 2 -� Ch) Q. �J .15' MIN. -2 0 C-SINK. N $ / g P P P 1651251\ S S O z z SEE NOTE 10 — ON SHEET 4 —7 ' DETAIL 7 111111/� / / FNO OUNTERSINK FOR INSTALLATION ANCHORS ��'. N O •- N O •- ¢ WW Q DATE: 9-11-01 377 ' O Prepared By: SCALE: N.T.S. ATF OF Q CHK. BY: S. SAFFELL tij "` DRAWING N0. ni° ,dwpP BUILDING DROPS, INC. S-2104 eEA°n r`�5�a Phone: 954-399-8478 SHEET 5 OF 8 AUIiN)tl2A Q11'D. 29575 Fax: 954-744-4738 4.50" TYP.- 3.00" TY . 1 3.00" 1 TYP.+ 6 TYP. 5 SPACES @ 73.85" 81.25" MAX. O.A. FRAME WVIrWT .00" MAX. O.A. FRAME SEE DETAIL 2 ON SHEET 5 16.41'" TYR TYP Tyf F-TTYYPJ �-I —3.00" TYF I I 1 1 I I 1 1 1 III I I I I II I 51 51 TYP. TYP. SEE NOTE 5 25 ON SHEET 4 — — SEE DETAIL 5 — — ON SHEET 5 / 5.50 1 36.625" NP. 1 I I 1 1 I I I I I I 3.00" TYP— I — 3.00" TYPE -3.00" TYP. 3.00" TYP— — 7.00" TYP. 7.00" TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 6 TYP. R 5 SPACES @ 13.85 • • • • • • • • • TAT,.-1 T 'll['RAfS �rCi aR Ka.E. r� �EE`pp' '�eE.�c(n� MPE'CFAf�PF.AUIiNM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `p DATE: 9-11-01 O : Prepared By: Ste' N.T.S. DWG. BY JWJ * = BUILDING DROPS, INC. OHK. BY: S. SAFFELL DRAWING NO.: S-2104 CO. 2957e Phone: 954-399-8478 Fax: 954-744-4738 SHEET 6 OF 8 0 0 rn EXTERIOR v m ce 0.125" MIN, Z M TEMP. GLASS Z a a cv THICKNESS W Y u- CO } z I � Lu Q S >MYa 0.50" INTERIOR GLASS BITE liiOlNEE 17 29 50 29 46 NOTE 2 SHT. 4 IQ EXTERIOR 0.500" MIN. � p GLAZING DETAIL 1 GLASS THK. 0.125" TEMP. 0.250" AIR � W ODL LITE FRAME SINGLE PANE 118" TEMPERED GLASS GLASS SPACE 3 o SPARTECH POLYCOM PP5530 C13 O WS m5 � � 25" x .50" 0.125" TEMP. L 0 3 v INTERIOR 0.50 y GLASS INTERCEPT GLASS STEEL SPACER z 3 BITE & a 50 a y 50 45 49 SEE NOTE 8 N 5 3 N m 17 29 29 48 ON SHT. 4 m omm EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 o GLASS TRINITY LITE FRAME N 112" INSULATED TEMPERED GLASS ti o 1.000 MIN. LUPOY EU-5007 w w w z 4 z P 0.750" AIR SPACE 45 " GLASS THK. o 0 0 t .75" x .50" INTER 7 � 0.125" TEMP. • • • • • • • • • • • • NOTE: ALL GLAZING CONFIGURATIONS o o o o,oQ� sla 0 0 o z o w Sa = w INTERIOR LSTEEL SPACER GLASS • • • • • • • • • • • • SHALL COMPLY WITH SAFETY =m2- 0.50' • • • • • GLAZING REQUIREMENTS OUTLINED • • •• ••• • • • • • •IN •• • • • •• FBC SECTION 2406.BITE 50 47 49 ON SK FI�'iw 4 ````` DATE:GLASS 9-11-01 5 N.T.S. GLAZING DETAIL 3 TRINITY LITE FRAME • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 ,ram • 4\GiS".'AO Prepared 77 P _ kT Dwc, BY: JWJ 1" INSULATED TEMPERED GLASS • • • • • • • • • • • • • • • • • • • • t�TRTE CJ7 CHK. BY: S. SAFFELL LUPOY EU-5007 • • • • • • • • 0 •"•• •�fp�P •: C(� ` DRAWING NO. O BUILDING DROPS, INC. S-2104 E. as;A, Phone: 954-399-8478 40. 7 8 m E A u QK 29576 Fax: 954-744-4738 SHEET OF • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I- 1.670" - - 1.670 - 1.670" - - 1.670" - 4.5625" Lj +--2.188"-� 1.210" i%ii 1.000" 1.000" 1.042" � / Al / /// o_�so" DOOR BOTTOM RAIL DOOR HINGE STILE } 12 24GA (0.021 ") STEEL 13 FINGER JOINTED PONDEROSA )DOOR LATCH STILE 11 DOOR TOP RAIL 2 3 FIN WOOD JAM JOINTED 4 44 PONDEROSA PINE -I I 0.513" Ii 8fi3 -I -I I- 0.125" i + f f 1 0.380' 0.500 1.544" 1.544" 1.586" , PM 0.831 " } } i 1 } - 0.140" �- 0.530" 1.750" 1.750I!2621 52" 2.521" 2.519- "- 33 CORNER BLOCK FOR STEEL BOTTOM RAIL MDF x 3.0" LONG 1.500" - I -, 0.624" 1.750" ASTRAGAL HAS TWO 0.3125" DIA. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 1.025" 10 COMPRESSION WEATHERSRTIP 112" I.G. TRINITY LITE FRAME SCHLEGEL 0-LON ODS 650 POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NO' 107-0828.01 1.250" - 1.109" r D0.585" 0.482" ® 1 , 0 o 2.500" O 1.736"0.675' ❑ 1 I } 2.137" 1.012 ® i O 1 1.381' O „ i" I.G. TRINITY LITE FRAME U POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA k07-0828.01 ® 0.375" 0.375" -1 I- } } V8" QUARTER ROUND 32 SIDELITE STOP PINE 2.040" -I 1.375" I- I D 0.097" ---4- ASTRAGAL (IMPERIAL) 40 6063-T6 ALUMINUM 41 ASTRAGAL STRIKE PLATE (IMPERiAL 0.125" STEEL) 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD MULLION CAP BOLT STRIKE PLATE 28)PINE (81,25" LONG) 11.875" I- 1.710" -{ DIA. VARIES WITH HARDWARE USED WOOD LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE • • • 4.000"• • ��j/ • • • • • • • • • • • • • • • • • • • • • • • • • ••• 0 • • 090 0 • 38 1 8" S.G. ODL LITE FRAME POLYPROP. ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA /i10-1209.01 O O O O 4.000" OHAGER STEEL BUTT HINGE 5 4" x 4" x 0.097" THK. STEEL \�\\\ 0.582" 1.001 0" f 4.041" I } '"" vTRUDFp ALUMINUM - BY PEMKO E- p IFj WOOD INSERT _ �X N 377&; • _ Prepared By: A�QF •� O i .P • �<v Q 0WH � BUILDING DROPS, INC. Phone: 954-399-8478 �% WE ,ce A zApan o. 2957a Fax: 954-744-4738 s o� '0 (j - 0 U'3 Zcccq O Wa. ui 0, Y z Lu M Y a DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY S. SAFFELL S-2104 SHEET 8 OF 8 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.com JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non -Impact Sidelites . . ...... .. . ...... Florida Product Approval • • •' • • • .... . .. ..... Report No. 3398 .... .... ...... Current Florida Building Code :...:. ""% .. .. 0 Method: 1 — A (Certification) • • • Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 107"X 81.25" (Maximum) Prepared For: JELI)-WEN. inc. 3737 L,akep 1 Bk f .. Klamath U'alls, OR. 97€ 01 Prepared by: Ilernies F. Norero, VJ7. Florida Professional Engineer # 73778 Date: 02/02/2015 Contents: Evaluation Report Pages I — 4 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 /0/1\\BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: JELD-WEN, inc. Exterior Doors Swinging Exterior Door Assemblies State Product Approval Method (1)(a) Contours Steel Door, Wood Edge 107" X 81.25" (Maximum) Date: 02/02/2015 Report No: 3398 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for AP'LVLVVEN, inc. based on Method 1a of the State of Florida Product Approval, Florida DepartAnt of Bi r ess and .. • •• • Professional Regulation - Florida Building Commission. • • ...... .. . ...... Hermes F. Norero, P.E. does not have nor will acquire financial interest in thaeomparvyr manufacturing or distributing the product or in any other entity involved in'tfie approval process of - the product named herein. ...... . • •••.• This product has been evaluated for use in locations adhering to the currrntflQrida Bpildigg Coder • •„• ...... See Installation Instructions 5-2104, signed and sealed by Hermes F. Norem, P.E. (FL jifgZf8) for :•000: specific use parameters. •• • Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 ^^� BUILDING DROPS Date: 02/02/2015 �') A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards Referenced Data: Equivalence of Test Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 sees . . sees sees.. ee a .. . e 1. Product Testing performed by Certified Testing I'akt4Mory, Int' •••• • (FBC Organization # TST1577) •"�" :sees; • Report #: CTLA696W, Report Date: 11/01/200i„ �, • • • • 2. Quality Assurance ee •. .. ee sees:* National Accreditation and Management InstitgtV:0: • •� (FBC Organization #: QUA1789) ' ' ' ''. ""'• sees. s . sees.. 3. Component Material Testing of Dylite Expandable Polystyren�•- 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 Installation: 1. Approved anchor types and substrates are as follows: Date: 02/02/2015 Report No: 3398 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 tgaCMye . . .... minimum embedment of 1.25" into concrete or masonry. • ...... •..•.• Y• • •.•••• Refer to Installation Instructions (S-2104) for anchor spacing and more de"LQf the installation . . requirements. 0•0 •• :0000• �00000 •••• • .. 01•60 .. .. .. .. ...... Design Pressure: . Design Pressure • • ...... XX, OXXO X, XO, XCq •"•• ..•... Positive 57 PSF* Positive 66 * •• Outswing Negative 57 PSF Negative 70 PSF • • • • *Units meet water infiltration requirements corresponding to noted pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4