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WS-17-2487 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-290811 Permit Number; WS-10-17-2487 Scheduled Inspection Date: December 12,2017 Permit Type: Windows/Shutters Inspector:Riveron,Alexis Inspection Type: Window Door Attachment Owner. MCGEE,LORINE Work Classification: Door Replacement Job Address:1201 NE 103 Street Miami Shores,FL Phone Number Parcel Number 1132050200060 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333-5042 Building Department Comments CHANGE.OUT 1 DOOR infractio Passed comments (NO SIZE CHANGE) INSPECTOR COMMENTS False Inspector comments Passed El Failed Correction ,L Needed Re-Inspection Fee No Additional Inspections can be scheduled until re4nspection fee is paid. December 12,2017 For Inspections please call: (305)762-4949 Page 13 of 32 Permit nro. VllS-10-17-2487 Miami Shores Village Pennit Type:WindowstShuttem F es" 10050 N.E.2nd Avenue NE ' Work Classification: Door Replacement Miami Shores,FL 33138-0000 Per "-` Phone: (305)795 2204 Permit Status:APPROVED FtORiDp' issue Date: 11/7/2017 FExpiration: 05/06/2018 Project Address Parcel Number Applicant 1201 NE 103 Street 1132050200060 Miami Shores, FL Block: Lot: LORINE MCGEE Owner Information Address Phone Cell LORINE MCGEE 1201 NE 103 ST MIAMI SHORES FL 33138-2653 Contractor(s) Phone Cell Phone Valuation: $ 2,060.16 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: 0 Type of Work:CHANGE OUT 1 DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info:CHANGE OUT 1 DOOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# WS-10-17-65394 $2.00 11/07/2017 Check#:26773 $82.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 10/18/2017 Check#:26625 $50.00 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $132.80 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 r po ibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,P B MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF ify at all foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio z in uthe ore authorize the above-named contractor to do the work stated. November 07, 2017 Au l ed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 07, 2017 1 Miami Shores Village - n C�F'�� Building-Department CT 2017 10050 N.E.2nd Avenue, Miami Shores;Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 _ FBC 201 BUILDING Master Permit No.)•S I-7_ 148-7 PERMIT APPLICATION Sub Permit No. E7 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �+ CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip Folio/Parcel#: 11-2ao�"a-1)0- Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): �Q�\rte �'V�'.(���_ Phone#: Address•' City: \�.�m\ �(��(p 5 State: Zip:'J�73%- Tenant/Lessee Name: ('\A3Phone#: 'd �3 Email: CONTRACTOR:Company Name: C'ctr X11 , ��y\J ;�` Phone#: Address: 3`\LCi� CCo ,State:City: Zip: 3-3 1 Qualifier Name: �� Ch ES f i S Phone#: _ S ( State Certification or Registration#: = � Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: // City: State: Zip: Value of Work for this Permit:$ ,C ot.o, b Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New R3Repair/Replace ❑ Demolition Description of Work:_ac/'oQ (y-, n G <�j7�Ch2e)G Specify colorofcolor thru tile: Submittal Fee$ o r Permit Fee$ �f CCF$ 1 • �V CO/CC$ —"—� Scanning Fee$ Radon Fee$ [ DBPR$ Notary$ _ Technology Fee$ _ Training/Education Fee$ ro _Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ r (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address r City State Zip Mortgage Lender's Name(if applicable) j�} Mortgage Lenders Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha. commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA) RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENS 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 perso, whose property is subject to attachment. Also,a certified copy of the.recorded notice of commencement must be posted at the job sit for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, th inspection will not be approved and a reinspection fee will be charged. Si natur g Signatur M o` -� w-_cOWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this � T day of 120 ,by _ (� day of Oc,�/-]_ 201 ] by MQYu.0 G fl_.who is personally known to w1 e �• V 1 who is personally known to me or who has produced l as me or who has produced as identification and who did take an oath. identification and who did take an oath_ NOTARY PUBLIC: NOTARY PUBLIC: _l IK.GON7ALEZ Sign: IS Print: ;;" MY COMM S1 906r2,202�,ters Print: �/✓ Seal: �"; eonaedlwNoavy F�� ANGE UNG It I�op Seal: _ 5 r, * MY COP SION k FF 951069 ' EXPIRC5'April 12.2020 r.• , 'tT�O Pz 6en0gd bru Budget Notary Sernces APPROVED BY PI Examiner Zoning O I Plans Exam e g Structural Review Clerk (Revised02/24/2014) 'roperty Search Application- Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE OF'OROWERTY APPRAISER Summary Report Generated On:8/25/2017 Property Information Folio: 11-3205-020-0060 Property Address: 1201 NE 103 ST Miami Shores, FL 33138-2653 Owner LORINE MCGEE Mailing Address 1201 NE 103 ST MIAMI SHORES, FL 33138-2653 PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT i Beds/Baths/Half 4/3/1 Floors 1 Living Units 1 Actual Area 5,114 Sq.Ft Living Area 3,469 Sq.Ft Adjusted Area 4,184 Sq.Ft Taxable Value Information Lot Size 17,160 Sq.Ft 2017 2016 2015 Year Built 1960 County Assessment Information Exemption Value _ $50,500 $50,500 _ $50,500 Year 2017 2016 2015 Taxable Value $531,973 $519,993 $516,028 Land Value $618,377 $574,774 $523,243 School Board Building Value $313,603 $316,031 $318,457 Exemption Value $25,500 $25,500 $25,500 XF Value $3,735 $3,769 $3,132 Taxable Value $556,973 $544,9931 $541,028 Market Value $935,715 $894,574 $844 832 city Assessed Value $582,473 $570,493 $566,528 Exemption Value $50,500 $50,500 $50,500 Taxable Value $531,973 $519,993 $516,028 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,500 $50,500 $50,500 Save Our Homes Assessment Taxable Value $531,973 $519,993 $516,028 Cap Reduction $353,242 $324,081 $278,304 Homestead Exemption $25,000 $25,000 $25,000 Sales Information SecondPrevious Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 /01/1992 $275,000 15556-0929 Sales which are qualified Widow Exemption $500 $500 $500 05/01/1988 $315,000 13695-586 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 01/01/1979 $200,000 10273-1506 Sales which are qualified Board,City, Regional). 05/01/1972 $115,000 00000-00000 1 Sales which are qualified Short Legal Description 5-6 53 42.28 AC MIAMI SHORES SEC 8 REV PB 31-41 TRACT 187 A LOT SIZE IRREGULAR OR 15556-929 0692 1 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: 1 DURABLE POKER OF ATTORNEY 1. I, LORINE MCGRE, of Palm Beach County, Florida, hereby appoint MARTHA I. MCGEE, my true and lawful attorney in fact for me and in my name°place and stead, and for my use and benefit: a. To exercise, do, or perform any act, right, power, duty or obligation whatsoever, that I now have or may acquire the legal right, power, or capacity to exercise, do, or perform in connection with, arising out of, or relating to any person, item, things, transaction, real or personal property, tangible or intangible, or matter whatsoever; b. To ask, demand, sue for, recover, collect, receive, and hold and possess all such sums of money, debts, dues, bonds, notes, checks, drafts, accounts, deposits, legacies, bequests, devises, interests, dividends, stock certificates, certificates of deposit, annuities, pension and retirement benefits, insurance benefits and proceeds, documents of title, choices in action, personal and real property, intangible and tangible property and property rights, and demands whatsoever, liquidated or unliquidated, as are now, or shall hereafter become due, owing, payable, owned or belonging to me or in which I have or may acquire an interest, and to have, use and take all lawful ways and means and legal and equitable remedies, procedures, and writs in my name for the collection and recovery thereof, and to compromise, settle, m — - and- agree-for---the--same- and- to emake, -execute,- and -deliver-for_.me ---- _. and in my name all endorsements, acquittances, releases, receipts, or other sufficient discharges for the same; C. To lease, purchase, exchange, and acquire, and to bargain, contract, and agree for the lease, purchase, exchange, and acquisition of; and to take, receive and possess any real or personal property whatsoever, intangible or tangible, or interest therein, on such terms and conditions, and under such covenants, as such attorney in fact shall deem proper; d. To improve, repair, maintain, manage, insure, rent, lease, sell, release, convey, subject to liens, mortgages, and hypothecate, and in any way or manner deal with all or any part of any real or personal property, intangible or tangible, whatsoever, or any interest therein, which I now own or may hereafter acquire, for me and in my name, and under such terms, conditions, and under such covenants as such attorney shall deem proper; e. To sign, endorse, execute, acknowledge, deliver, receive, and possess such applications, contracts, agreements, options, covenants, deeds, conveyances, security agreements, bills of sale, leases, mortgages, assignments, insurance policies, bills, bonds, debentures, checks, drafts, notes, stock certificates, proxies, warrants, commercial paper, receipts, withdrawal receipts and deposits instruments relating to accounts or deposits in, or certificates of deposit of, banks, savings and loan or other institutions or associations, proofs of loss, evidence of debts, 1 `° )'1 If f releases, and satisfaction of mortgages, judgments, liens, security agreements, and other debts and obligations, and such other instruments in writing of whatever kind and nature as may be f necessary or proper in the exercise of the rights and powers herein granted. f. To transfer securities and other property, real or personal, to any trust established by me, whether before or after execution of this power, and to make such gifts (to my attorney and others) and such contributions for charitable, religious, educational and public purposes as my attorney may deem advisable in light of my past practice, my estate plan and my desire to minimize current and prospective state and federal income, estate and inheritance taxes. 2. I grant to my attorney in fact full power and authority to do and perform all and every act and thing whatsoever requisite, necessary, and proper to be done in the exercise of any of the rights and powers herein granted as fully to all intents and purposes as I might or could do if personally present, hereby ratifying and confirming all that my attorney in fact shall lawfully do or cause to be done by virtue of this power of attorney and the rights and powers herein granted. 3. This instrument is to be construed and interpreted as a durable power of attorney which shall not be affected by my disability except as provided by statute. The power conferred on - said ttorrs.1 -in fact--by thie Instrument shall be pxerc sable from the date of this incapacity on my part, unless otherwise provided by Statutes of the state of Florida. All acts done by said attorney in fact pursuant to the power conferred during any period of my disability or incompetence shall have the same effect and inure to the benefit of and bind me and my heirs, devisees, and personal representatives, as if I were competent and not disabled. This durable power of attorney shall be non-delegable and shall be valid until such time as I shall die, revoke this power, or be judged incompetent by a court of competent jurisdiction. Dated ��� , 1993. Signed, sealed and delivered iesence of WITNESS LORI MCM,W ITNESS 2 STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this day of 1993, by, LORINE MCGEE, who is personally known to me and who ' (did not) take an oath. NOTARY PUBLIC STATE OF FLORIDA SEAL: OFFICIAL SEAL 1% carbara Mitts Chancey Q My Commission Expires ,Ian. 19, 1997 Comm. No. CC 253814 Co ' Accepted: / NARTAA I. 1I GZZ 3 SPECIAL SERVICES CUSTOMER INVOICE Pagel of 19 NO. H6322-66814 Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: JAM2115 MIAMI, FL 33181 Reviewer: SBBOAD Name Phone/ • MCGEE MARTHA (306) 206-0293 REPRINT Address1201 NE 103 Phone2 Company Name • Ciry MIAMI SHORES Job Description DOOR INSTALL-FL#15180.16 2017-08-2411:23 State FL Zip 33138 co "� MIAMIDADE INSTALLER DELIVERY #1MERCHANDISE AND SERVICE SUMMARY soldreserve stomerghttolimitthequantitiesofinerchandise REF# 101 STOCK MERCHANDISE TO BE DELIVERED: REF#. SKU QTY UM DESCRIPTION PI TAX PRIC#EAW EXTENSION R07 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD/ A o $5.57 $16.71 R08 1001-753-877 3.00 EA 2X6-8FT#2PRIME PT GC WEATHERSHIELD/ $6.17 $18.51 R09 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK/ N $1.69 $45.63 R10 1 0000-225-556 27.00 LFI 11/16 X3-1/4 PFJ LWM445 CASING/ A N $1.19 $32.13 S/O-MDSE TO BE DELIVERED: REF# S03 ESTI IVAL DATE: 09/21/2017 P.O.#22531976 REF# SKU QTY UM DESCRIPTION P1 TAX PRICE EACH EXTENSION S0303 0000-916-413 1.00 EA NA/37.5X94 FIBERGLASS SINGLE DOOR UWIT 5X94 A N $799.12 $799.12 FIBERGLASS SINGLE DOOR UNIT LEFT #1 S0304 0000-916-413 1.00 EA NA/(CONTINUED)/37.5X94 FIBE 1 GLE DOOR UNIT LEFT A N $0.00 $0.00 OUTSWING(CONTINUED) D UMBER=15180.16,QAU- FACTOR=0.18,QASOLA COEFFICIENT=0.01,QACPDNUMBER= JEL-M-784-09614-00001 ENT=DQ,QADOORCALL- WIDTH=36,QAD AL - HEIGHT=96, CEBOLTS=FALSE,QASI LLD MERCHANDISE • $912.10 DELIVERY INFORMATION: DELIVERY D T LLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE F INSTALLATION#101 AT TIME OF INSTALLATION. CONTINUED ON NEXT PAGE ** �06 Check your current order status online at www.homedepot.com/orderstatus Page 1 of 19 NO. H6322-66814 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: MCGEE Page 2 of 19 NO. H6322-66814 INSTALLER DELIVERY#1 } (Continued) REF#101 NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE-INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLER DELIVERY #2 REF# 102 STOCK MERCHANDISE TO BE DELIVERED: REF# SKU QTY 1 UM DESCRIPTION PI ITAXI PRICE EACH I EXTENSION R13 0000-478-030 1 1.001 PK HINGE SEC 3.5" 5/8RD ORB 3PK/ JA I N 1 $7.981 $7.98 S/O -MDSE TO BE DELIVERED:. REF# S03 ESTIMATED ARRIVAL DATE: 09/21/2017 P.O.#22531976 REF# SKU QTY UM DESCRIPTION Pi TAX PRICE EACH EXTENSION S0305 1001-646-420 1.00 EA NA/INTERIOR MODA DOORS SLAB ONLY NONE 30 X/INTERIOR MODA A N $149.06 $149.06 DOORS SLAB ONLY NONE 30 X 80 DOOR SPECIES = PRIMED/PAINT GRADE PANEL DOORS #2 • � • $157.04 DELIVERY INFORMATION: I DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION#102 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: 08/24/2017 ESTIMATED INSTALL END DATE: 09/23/2017 MERCHANDISE TO BE INSTALLED: REF# SKU QTY UM DESCRIPTION R07 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD R08 1001-753-877 3.00 EA 2X6-8FT#2PRIME PT GC WEATHERSHIELD R09 0000-252-677 27.00 LF 1-1/4 X2 PFJ WM180 BRICK R10 0000-225-556 1 27*001 LF 11/16 X3-1/4 PFJ LWM445 CASING S0303 0000-9161413 1 1.00 EA SO JW EXT FIBERGLASS 28 DAYS OR LESS CONTINUED ON NEXT PAGE"** Page 2 of 19 NO. H6322-66814 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: MCGEE Page 3 of 19 NO. H6322-66814 INSTALLATION #1 i (Continued) ` REF#101 S0304 1 0000-916-413 1.00 EA ISO JW EXT FIBERGLASS 28 DAYS OR LESS BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY J UM I TAX I PRICE EACH I EXTENSION 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EAJ N 1 $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION' 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 1.00 EA N $145.00 $145.00 36"X96"/ CUSTOM LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY UM TAXI PRICE EACH EXTENSION 1 1 BUCK PERP 1.001 PAI N 1 $150.00 $150.00 INSTALLATION SITE NAME MCGEE MARTHA INSTALL LABOR CHARGE: $597.00 ADDRESS: 1201 NE 103 st TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $50.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N INSTALL TO $547.00 PHONE: 305 2060293 ALftqNATE PHONE: 305 2060293 INSTALLER SPECIAL INSTRUCTION FL# 15180.16 BASIC INSTALLATION LABOR INCLUDES: *PRE-INSTALLATION JOBSITE INSPECTION EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE *DELIVERY WITHIN 30 MILE RADIUS OF STOR 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 "**CONTINUED ON NEXT PAGE'""' Page 3 of 19 NO. H6322-66814 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE- Continued Name: MCGEE Page 4 of 19 NO. H6322-66814 INSTALLATION #1 (Continued) E REF#101 INSTALL NEW CUSTOMER PROVIDED INTERIOR CASING AND UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS(CUSTOMER PROVIDES) REPAIR CARPENTRY TO EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING PLASTER,DRYWALL OR SIDING WORK STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT STUCCO PATCH GREATER THAN 4",PAINT AND STAINING ELECTRICAL WORK INSTALL ALL AMERICAN DOORS SPECIAL NOTES: •IT MAY BE NOISY DURING YOUR INSTALLATION *THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION.AIRBORNE DUST IN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION(WHEN APPLICABLE),DELIVERY AND INSTALLATION END OF INSTALL#1 INSTALLATION #2 REF# 102 ESTIMATED INSTALL BEGIN DATE: 08/24/2017 ESTIMATED INSTALL END DATE: 09/23/2017 MERCHANDISE TO BE INSTALLED: CONTINUED ON NEXT PAGE*"* Page 4 of 19 NO. H6322-66814 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE- Continued Name: MCGEE Page 5 of 19 NO. H6322-66814 INSTALLATION #2 (Continued) REF#102 REF# SKU QTY UM DESCRIPTION R13 0000-478-030 1.00 PK HINGE SEC 3.5" 5/8RD ORB 3PK S0305 1001-646-420 1.00 EA S/O INT MODA 28 DAYS OR LESS BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY I UM ITAXI PRICE EACH I EXTENSION 1001-661 INTERIOR DOOR PROGRAM-NAT/ 1.00 EAJ N 1 $0.01 $0.01 -698 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION - 5 INSTALL 1-2 SLAB/PREHUNG PER DOOR)/ _ 1.001 EAJ N 1 $179.00 $179.00 INSTALLATION SITE NAME:I MCGEE MARTHA INSTALL LABOR CHARGE: $179.01 ADDRESS: 1201 NE 103 TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $35.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N • $144.01 PHONE: 305 2060293 ALTERNATE PHONE: 305 2060293 BASIC INSTALLATION LABOR INCLUDES: •PRE-INSTALLATION JOBSITE INSPECTION CASING/TRIM IS THE SAME SIZE OR WIDER *DELIVERY WITHIN 30 MILE RADIUS OF STORE *FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION *REMOVAL OF EXISTING DOOR UNIT *FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON *INSTALL NEW SLAB OR PRE-HUNG INTERIOR DOOR UNIT CARE OF PRODUCT TO ENSURE PROPER OPERATION *INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS AND *REMOVE AND HAUL AWAY EXISTING DOOR UNIT CAULKING *INSTALL NEW CUSTOMER PROVIDED INTERIOR CASING OF THE NEW *INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, DOOR WHEN THE CASING/TRIM IS THE SAME SIZE OR WIDER LOCKSET AND KICK PLATE(IF APPLICABLE)ON NEW DOOR *MAKE MINOR ADJUSTMENTS TO EXISTING FRAME TO ENSURE *ADJUST DOOR TO ENSURE PROPER OPERATION PROPER FIT *DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS *CUTS TO TOP OR BOTTOM OF THE SLAB FOR FIT UP TO EXISTING DOOR MANUFACTURERS SPECIFIED TOLERANCE *INSTALL NEW CUSTOMER PROVIDED INTERIOR CASING AND EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: JAMB EXTENSIONS UP TO 5 1/4" INSTALLER PROVIDES PLASTER,DRYWALL OR SIDING WORK F—CONTINUED ON NEXT PAGE**' Page 5 of 19 NO. H6322-66814 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE- Continued Name: MCGEE Page 6 of 19 NO. H6322-66814 INSTALLATION #2�`� } (Continued) k REF#102 INSTALL DOORS OVER 72X96 DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING REPAIR CARPENTRY TO EXISTING OPENING SPECIAL NOTES: •IT MAY BE NOISY DURING YOUR INSTALLATION `AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE "THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE BEFORE COMPLETING THE INSTALLATION.AIRBORNE DUST IN OTHER INSPECTION(WHEN APPLICABLE),DELIVERY AND INSTALLATION PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. END OF INSTALL#2 INSTALLATION #3 REF# 111 ESTIMATED INSTALL BEGIN DATE: 08/24/2017 ESTIMATED INSTALL END DATE: 09/23/2017 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION' 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY I UM ITAXI PRICE EACH EXTENSION'. 7 1 PERMIT FEE/ 300.001 EAJ N 1 $1.00 $300.00 INSTALLATION SITE NAME:I MCGEE,MARTHA INSTALL LABOR CHARGE: $300.01 ADDRESS: 1201 NE 103 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 wrM. Wei M $300.01 PHONE: 305 2060293 ALTERNATE PHONE: 305 2060293 INSTALLER SPECIAL INSTRUCTIONS: FL# 15180.16 BASIC INSTALLATION LABOR INCLUDES: ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). OR INSTALLER.IF DELIVERED TO INSTALLER,THE INSTALLER WILL FEES,ENGINEERING,WIND LOAD CALCULATIONS,RECORDING, CONTINUED ON NEXT Page 6 of 19 NO. H6322-66814 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: MCGEE Page 7 of 19 NO. H6322-66814 INSTALLATION #3 (Continued) ,J REF#111 PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE *ALL FEES ASSOCIATED WITH OBTAINING PERMIT(MUNICIPALITY *DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, SPECIAL NOTES: *CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT.ONCE IN FULL.NO REFUNDS ON PERMIT FEES AFTER 72 HRS.OF PAYMENT. THE PERMIT IS PAID FOR,WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY.CANCELLATIONS WITHIN 72 HRS.WILL BE REFUNDED END OF INSTALL#3 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): WOM 11 • $2,060.16 A: 90 DAYS DEFAULT POLICY; SALES TAX $0.00 TOTAL $2,060.16 BALANCE DUE $0.00 'The Home Depot reserves the right to limit/deny returns. Please see the return policy sign in stores for details.' END OF ORDER No. H6322-66814 Page 7 of 19 NO. H6322-66814 Customer Copy t i tK' 0000. 0000.. � \vSID .. 0000(�`r000..0 000• •0000• 1,p11 0000.. 0000.. 0000 0000. 0000 00:090 0000.. .. . 0000. o . . 0 0000 .� . 0000.. •.0:0: 00 . . . . 000.00 0000.. . . 0000.. 0 0 . 0 0 0 1 REPLACE DOOR-IN 1-OPENING•ONtY- 8-7 1 36" X 96" NEW DOORTO°BE.IMPAG-TRESISTANT-;Ores VI I^qe HURRICAE SHUTTERS N0f,REdQhI3kD. NAPPROVED ---- BY _ DATE 70NING DEPT J PLDa DFPT `:UB.ECT TO COMPLIANCE WI i H ALL FEDERAL ST TF AND CC,'NTY RL'L_FS AND RFCULATIONS OPENING PRODUCT L DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 96 24.00 4 38.8 1 -42.2 FL15180.16 50.0 1 -50.0 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 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT -' 15 FT 2 IN MCGEE RESIDENCE s 1201 N.E. 103RD STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 08/17/2016-11:1 lam RECEPTION VAPrcjects\-2014-MPSAOO Wind Charts\_Reference\00-MPS14-400 Series C&C(Current)Jek.dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4k. , Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft Roof Tributary Area Sq Ft( 1. TABLES ARE INTENDED TO QEP,�CT-THE'WORST CASE'PRESSURES.'WORST CASE'IS ht 10 15 _ 20 25 30 3Ss -40_ ��e185 ft 30 15 20 25 30 35 40 45 50 USE OF CRITICAL CODEFINED AS TiCRITICAL CO ON'OFAN�UNKNOWN VARIABLE AS DESCRIBED BELOW. D QfaR FOR ITH THESE TABLES. 0-15 ft 43.4 -42. -41.6 41.1 40.6 -4+40.1 +39. +38.2 x37.7 +37.2 +3 . 6. +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3.TABLES VALID f R LLR APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHAL PEREI) B E GINEER AS A SITE SPECIFIC CONDITION. 16[ "44.0 -43.0 -41.6 -41.1 -4 - 16ft -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE BU L I LAVE ROOF HEIGHT.IF THE MEAN ROOF HEIGHT +406 +395 +38.8 +38.2 +37.7 +3 +3 . +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFI US EAK 3 T. -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 - -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 S.ALWAYS ROUND Of�E LE VALUE ST CONSERVATIVE ASSUMPTION. 17 ft - 'p i 17 ft 6.CALCULATE THE TRIB TkRY.(lR E OPENING IN QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 -+ +36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MILL BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT z/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 It +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 It +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -_51.4 =49.8- -49.2 -48.6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL _ _ MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 h +43.0 +41.9 +41.1 +4:4, +39. +39, +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 h -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft -58.1 -55.8 -54.2 -5, .3 ..6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 +4 . 40. 39.2 +38.9 GENERAL NOTES' 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -04.0 -43.6 -43.3 -43.0 23 h -58.7 -56.4 -54.7 -5 . - i5 .S x•50.1 -49.5 /8 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4 -+-_. .3 .5 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2F-533"- .2 - :6 -50.0 CRITERIA AS OUTLINED HEREIN. 24 k +44,2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.1 .-+40.2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25k +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26ft -48'8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26ft -60.2 -57.8 -56.2 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42-9 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27k +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27ft +45.3 +44.1 +43.3 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 - '--44.8_ __ -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR ESPONDING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED HEREIN AL!•BE,RICTATEO.AND VERIFIED BY THE GOVERNING 28 k +45.7 +44.5 +43.6 +43.0 +42.4 +4.0,.-+45. 2 +40: =28 f[ +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTME 6ND_PeRmadjgLDERiglt!"ATION ARRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -4 - .1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFER -,-29 k +46.0 +44.8 +43.9 +43.3 +42.7 +4. -+41.e 44. / 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +q1.5 +41.2 5.THIS SPECIFICA IS; R ANY PRODUCT APPROVED CERTIFICATION. REF R T 6R/AQ16 TTED TEST CRITERIA AND OTHER 30 k -50.3 -49.0 -48.2 -47.5 -47.0 -4 4G. 4�5t•.7 -4' 30 h -62.1 -59.6 -57.9 -56.S -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DES G SLLA IO , AND APPLICABILITY OF THESE TABLE +46.3 +q5.1 +q4.3 +43.6 +43.0 +4. + +41.8 1 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 x41.8 +41.5 VALUES WHICH IS T B VEQ�� Y OT ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL ki(1P�'�Q�O TEM ORDINANCES. 32 k -51.0 -49.7 -48.8 -48.2 -47.6 -4 -.- 6.1.- 2 - 32 ft "62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATION IS'QEJ;EREILF. E I RITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7. 4 _. 42,1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8,EXCEPT AS EXPRESSLY PR EIN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 k +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47,9 +47,0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -S8.5 -57.7 -57.0 EAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 h +50.5 +491 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 . a ••• •••e••••• •• ROOF -560 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 EIGHT 50ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 -57.1 -55.7 -54.7 -54.0 -534 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55h 55ft O +52.7 +51.3 +503 +49.5 +48.9 +48.4 +47.9 +4 .5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47,5 +47.1 a O-58.2 -56.8 -55.8 1-55.0 -54.3 1-53.8 1-53.3 1-52.9 -52.6 -718 -69.0 -67.0 -65.4 -64.1 -63.1 -62 -61 -60 3 + 18 +83 . 60 ft +53.6 +52.2 +51 +49.3 +48.8 +48.4 +48.0 60 ft +53..6 +52.2 +51.2 +50.4 +49.8 +49. 4 44 +4 0 WALL26ME FItbPE!? • • •• IS ETR C 0 o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGLUEER. •� IN � >D Q P INIT ISSUE GSS TSB 03/05/12 i 'm REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) E�C�P�ES�° • 00 A� ? REV 2014 FBC DGM TSB 06/10/15 bo< • • F o Nr Q - ASCE 7-10, CHAPTER 30 • •• va1.WTE W* • • •• z _ _ ••I60 FaW 12th AVENUE, SUITC 106• V '0z 11 m DESIGN LOADS FOR COMPONENTS&CLADDING H_ z � DEERFIELD BEACH, FL 33442 �� a MASTER PLAN SHEET m w N a THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9Sq)3$4-0550 F:(9S4)354-0443 I! p x AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT CERT OF AUTH#9885 i y Ll Q 0 O mWRffTENCONSENTOFENGINEERINGEXPRESS.ALTERATIONS, ••�:I-I�LLO@ERGItERiNG�x?RESStOM • p Z ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-1 m OPERMITTED AND INVALIDATE OUR CERTIFICATION. EN G IPI E E Rd Nf3EK P FOE S g.C O NI w • •• •• • • • •• •• Id Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business(,' Professions i i� ��►PS RaP bttUser Approval atitu°� .. Product Approval Manu>Product or Application Search>Application List>Application History>Application Detail 6 • 0 000000 • • • • -� •• • 0000 0 FL# FL15180-R1 • • • 0000•• 000• 0000•• Application Type Revision • 0000•• • • • •0000• Code Version 2014 0••• • • • • Application StatusApproved • 0 •••••• 0000 • 0000• 06.60• 0• • 00000 ' Comments •• •• •• • 0000•• • 0000•• • • Archived ❑ • 0• • •••• • 1 I 000•• • • • • • • • • 0000•• Product Manufacturer Plastpro Inc./Nanya Plastics Corp. •• • 96* • • • Address/Phone/Email 5200 W CENTURY BLVD. •• LOS ANGELES,CA 90045 [ (440)969-9773 Ext 16 rickw@rwbldgconsultants.com I Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scotoohnson@plastproinc.com Quality Assurance Representative Ron O'Connell IAddress/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 y (440)969-9773 Ext 16 i ronoconnell@plastpro.com 1 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies t Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional ] Engineer Evaluation Report-Hardcopy Received Y Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. (. ❑� Validation Checklist-Hardcopy Received Certificate of Independence FL15180 RS COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D1929 2006 ASTM D2843 1999 http i www.floridabuilding.org'pr./pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8HCLWJ4zwVnPCNLpdxOYYZutBVMYkYFBkA%3d%3d[6/30/2015 9:48:46 AM] Flonda Buildinc Code Online ASTM D635 1998 f ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 TAS 201,202,203 1994 1 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15180 R1 Eguiv Equivalency Of Standards.odf 9999•• Sections from the Code • • • •••••0 •• 0 9000 • • • • ••00•• 009• •00••• f • 4, 0 • • • ••09.0 9999 • • • • 9099 • 9.90• f I Product Approval Method Method 1 Option D • • 600.0• •• • 60000 •• •• 99 • •0.0 • Date Submitted 04/24/2015 0 0 0••• • 0 0• Date Validated 04/26/2015 0 :.00: • 0000 0 0 0 • •0000• ' Date Pending FBC Approval 04/28/2015 0 0 • • • Date Approved 06/23/2015 • 0 • :0660: • • FSummary–of } Go to Page g Pagel/2 1TL# Model,Number or Name IDescription 1'15180.1 a.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Glazed Fiberglass Single Door-Outswing(X-Configuration) Series N Fiberglass Door Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FL15180 R1 I1 Inst 15180.1.odf I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports Other:See INST 15180.1 for Design Pressure Ratings,any additional use X5180 Rl AE Eval 15180.1.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes —A ' 15180.2 ;b.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Glazed Fiberglass Single Door with 'Impact"Sidelite- — Series N Fiberglass Door Outswing(OX or XO-Configuration) I Limits of Use Installation Instructions t Approved for use in HVHZ:Yes FL15180 Rl II Inst 15180.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 t Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.2 for Design Pressure Ratings,any additional use FL15180 Rl AE Eval 15180.2.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes —_.__.__.__. ..._....-_-___------------.._-- ,15180.3 c.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Glazed Fiberglass Single Door with"Impact"Sidelites Series N Fiberglass Door Outswing(OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RS lI Inst 15180,3,pdf I1I1 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.3 for Design Pressure Ratings,any additional use FL15180 RI AE Eval 15180.3.odf (limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 115180.4 d.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Glazed Fiberglass Double Door-Outswing(XX-Configuration) !( Series N Fiberglass Door y i Limits of Use Installation Instructions li ,I Approved for use in HVHZ:Yes FL15180 RI II intt 15180.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes I'Design Pressure:N/A Evaluation Reports �I Other:See INST 15180.4 for Design Pressure Ratings,any additional use FL15180 RI AE Eval 15180.4.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes I 15180.5 e.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Glazed Fiberglass Double Door with"Impact"Sidelites- k. Series fiberglass Door Outswing(OXXO-Configuration) M (Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 Rl II Inst 15180.5.odf i Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 'Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.5 for Design Pressure Ratings,any additional use FL15180 Rl AE Eval 15180.5.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _. _ 15180.6 f.Smooth/Wood Grain Series N Fiberglass 8'0"Impact"Glazed Fiberglass Single Door=Outswing(X-Configuration) Door http/,%vxN%v.FloridabuiIding.or;/pr/pr_app_dtl.asps?param=wGEVXQcvtDgsidcHd6ieP8 HCLWJ4zwVnPCN LpdsOYYZutBVMYkYFBkA4/o3d%3d[6/30/2015 9:48:46 AM] Florida Buildine Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.6.pd { Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.6 for Design Pressure Ratings,any additional use FL15180 RI AE Eval 15180.6.odf —� limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15180.7 Smooth/Wood Grain Series N Fiberglass 8'0"Impact"Glazed Fiberglass Single Door with Impact Sidelite Door Outswing(OX or XO-Configuration) L.._....__.__- ._....._..._.................... ............. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.7 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15180.7.odf ••• • limitations,installation instructions and product particulars. Created by Independent Thlod Party:Yes • 000000 _.—....__....__._...... — 15180.8 h.Smooth/Wood Grain Series N Fiberglass 8'0"Impact"Glazed Fiberglass•3ingle4Door with•I"Nct"Sidelites- • • • • ! Door Outswing(0X0-Configuratjpp�••• �•••— •••a•a Limits of Use Installation Instructions ••• •• • • • Approved for use in HVHZ:Yes FL15180 R1 II Inst 15 801111f* •r r a a r Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,WOLP 43409 • • • • Impact Resistant:Yes Created by Independent Thi*rda4"k'es ••••• a a a a a Design Pressure:N/A Evaluation Reports • • Other:See INST 15180.8 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15181AW: a••••• *0000 (limitations,installation instructions and product particulars. Created by Independent ThindePa"y:Yes a• • 000000 15180.9 i.Smooth/Wood Grain Series N Fiberglass 8'0"Impact"Glazed Fiberglass•OioablsDoor-Outsvoing(XX-Configu•ation), Door r • • • Limits of Use Installation Instructions •••••• Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180Z.odf.a• • •••• (Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,•P.E.43409 000 • • • Impact Resistant:Yes Created by Independent Third Party:Yes •• Design Pressure:N/A Evaluation Reports Other:See INST 15180.9 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15180.9.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15180.10 j.Smooth/Wood Grain Series N Fiberglass 8'0"Impact"Glazed Fiberglass Double Door with"Impact'Sidelites- Door Outswing(OXXO-Configuration) - Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.1O.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 I Impact Resistant:Yes Created by Independent Third Party:Yes r I Design Pressure:N/A Evaluation Reports Other:See INST 15180.10 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15180,10,odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15180.11 1k.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X- Series N Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports + Other:See INST 15180.11 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15180.11.1)df limitations,installation instructions and product particulars. Created by Independent Third Party:Yes y !15180.12 I.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Opaque Fiberglass Single Door with"Impact"Sidelite y Series N Fiberglass Door Outswing(OX or XO-Configuration) JJ Limits of Use Installation Instructions 1 Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.12.Ddf I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.12 for Design Pressure Ratings,any additional use FL15180 RI AE Eval 15180.1 .Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15180.13 m.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Opaque Fiberglass Single Door with"Impact"Sidelites- —� Series N Fiberglass Door Outswing(OXO-Configuration) 'Limits of Use Installation Instructions -- I Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 { Impact Resistant:Yes Created by Independent Third Party:Yes A Design Pressure:N/A Evaluation Reports Other:See INST 15180.13 for Design Pressure Ratings,any additional use FL15180 RI AE Eval 15180.13.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15180.14n.Smooth/Wood Grain/Rustic/Mahogany 6'8"Impact"Opaque Fiberglass Double Door-Inswing/Outswing(XX- Series N Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.14 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15160.14.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes ._— _ - --- -- ._ 15180.15 0.Smooth/Wo..od Grain/Rustic/Mahogany 6'8"Impact"Opaque Fiberglass Double Door with"Impact"Sidelites- iI Series N Fiberglass Door Outswing(OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 Ri II Inst 15180.15.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 hap %Nww.tloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwlDgsidcHd6ieP8HCLWJ4zwVnPCNLpdxOYYZuIBVMYkYFBkA%3d"o3d[6/30/2015 9:48:46 AM] Florida Building Code Online j Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports I Other:See INST 15180.15 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15180.15.Ddf 15180.16 p.Smooth/Wood Grain Series N Fiberglass 8'0"Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X- Door Configuration) Limits of Use Installation Instructions - Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.16.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.16 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15180.16.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes (Door Outswing(OX or XO-Confi u . ratio ) ... •••••• — --- 1.._..........._._..._......_..—. — __.._._ . __......_-__......•. _.__—.._......•.••.-••— 'limits of Use Installation Instructions • • • • Approved for use in HVHZ:Yes FL15160 RI II Inst 15180.11i.Sdf • 000000 • t Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schm",WrEi 43409 0090 •••••• Impact Resistant:Yes Created by Independent Third.j%.: es • • • Design Pressure:N/A Evaluation Reports •••••• 1 Other:See INST 15180.17 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval15180.fRAlp • • • • limitations,installation instructions and product particulars. Created by Independent Third•PQrx `yes •••••• - _:... : ............................ 15180.18 Ir.Smooth/Wood Grain Series N Fiberglass 8'0"Impact"Opaque Fiberglas•6i@*%Door withiF4deytes Out9v"4(Q110 ? Door -Configuration) .-..-a•_____—_�•__-s— -tea j Limits of Use Installation Instructions • Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180=$_M•: • •• } Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 • • 09000* II Impact Resistant:Yes Created by Independent Thir Party:Yes ••••• • • Design Pressure:N/A Evaluation Reports • • • 090000 { Other:See INST 15180 18 for Design Pressure Ratings,any additional use FL15180 RI AE Eval 15180.".Ddf• ••• • • • limitations,installation instructions and product particulars. 1 Created by Independent Third Party:Yes •• — -- -— — - — " -.— 115180.19 s.Smooth/Wood Grain Series N Fiberglass ?80"Impact"Opaque Fiberglass Double Door-Inswing/Outswing(XX- _ Door Configuration) M Limits of Use Installation Instructions F Approved for use in HVHZ:Yes FL15180 RI 11 Inst 15180.19.odf 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports y Other:See INST 15180.19 for Design Pressure Ratings,any additional use FL15180 R1 AE Eval 15180.19.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes —...._.. ......._. _. 15180.20 t.Smooth/Wood Grain Series N Fiberglass 8'0"Impact"Opaque Fiberglass Double Door with"Impact"Sidelites- Door Outswing(OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.20.Df I Approved for use outside HVHZ:Yes Verified BY: Lyndon ndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:See INST 15180.20 for Design Pressure Ratings,any additional use FL15180 RI AE Eval 15180.20.bdf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes Go to Page Page 1/214 •Y ..._...... .......... ..... ........... .. ..... ..— .—_..._ ..... ........................... ... -- Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please 111 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: eC hecY securitvmi IltiCs http %yww.floridabuilding.orglpr,,pr_app_dtl.aspx?param=wGEVXQ%vtDgsidcHd6ieP8HCLWJ4zwVnPCNLpdxOYYZutBVMYkYFBkA%3d"'%3d[6/30/2015 9:48:46 AM] R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 •••••• •••• •••••• • Certificate of Independence . . . . ...... RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will:acqvlre finaAcial interest...... in the company manufacturing or distributing the product or in any other entityinvolved in the: ' approval process of the product named in the accompanying Florida Product Approval. go L Lyndon F. Schmidt, P.E. FL No.43409 April 1,2015 R:\Admin DOCS\FBC Templates\Certificate of Independence.doc Sheet I of 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Boa 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 April 23, 2015 • • • ...... •••• ...... To Whom It May Concern: •••• • .... . ..... ...... .. . ..... .. .. .. . ...... FL-15180 Equivalency of Standards ASTM D 635-98 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants,Inc. that ASTM D 635-98 is equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 5" Edition (2014) Florida Building Code. ASTM E 84-05 Equivalent to ASTM E 84-09 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc.that ASTM E 84-05 is equivalent to ASTM E 84-09, which is the reference standard and year that has been adopted by the 5"' Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 51" Edition(2014) Florida Building Code. Lyndon F. Schmidt, P.E FL No. 43409 CA No. 9813 last r o UEjp p ft10 5200 W. CENTURY BLVD. d * xx LOS ANGELES, CA 90045 z 6 rn Smooth / Wood Grain g 1111%%lOrr m z Series N Fiberglass Door r� 37.50 MAX.OVERALL ;"Z INSWING/OUTSWING FRAME WIDTH 8 io of m w ,: E inn atm "impACTrr < <o z Lj F0_I S GENERAL NOTES F0_ a ao O z� 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC) z z structural requirements including the"High Velocity Hurricane Zone"(HVHZ). H Of o o Q z p zo zw 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material i N J Q shall be beyond wall dressing or stucco. = w a 5 w = 5w WN 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not < a m< a require an impact resistant covering. LL LL o a ILUI lulo �W q, When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with w Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level p Q Y} "D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. > m a 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck v masonry construction. a m o. 0 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed N engineer or registered architect. z 0 0 w N 7. Outswing configurations meet water infiltration requirements for"HVHZ". w — o 8. Inswing configurations do not meet the water infiltration requirements for the"HVHZ".Inswing units shall be b installed only in non-habitable areas or at habitable locations protected by on overhang or canopy such o < that the angle between the edge of canopy or overhang to sill is less than 45 degrees. •• ••• • • • • • •• NW Z TABLE OF CONTENTS • • • • • • • • • " a SHEET N DESCRIPTION • • •• • • • • • o 1 Typical elevation,design pressures,&general notes OVUALL • ;Es 4PRiSSY0RE*e(PSF)•• SWING &FRAMP•• •• • • • •• 0 Z 0 2 Door panel details z U 3 Horizontal cross sections DIMENSION POSITIVE NEGATIVE DATE:02/21/12 4 Vertical cross sections SCALE: N.T.S. ° INSWING 37.y0" Y'001. t47.5• -47• •• 5 Buck and frame an -2X buck masonry construction Dwc. BY: JK M 0 6 Frame anchoring-I X buck masonry construction 7 Bill of materials&components OUTSWING 31.90"x 16.50 •*�0,0 i •5QA: cHK.B: LFS oRAwwc No.: - • N FL-15180.16 0 U SHEET 1 OF 7 N • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • %�� �. 1.75' % * '�. 0.81" INTERIOR 1.39" 0.81"- 1.2T _ gu n _�. F:p 6 ` TOP RAIL -- - ��Y Z f : a cN O (COMP.) ......... �g� j>°IR w in o n° D z UN •: FOAM CORE `STILE 0 q LOCK BLOCK (COMP.) (POLYURETHANE- ti 8 E o o m° w (20 1.9 PCF MIN.)LONG WOOD) EXTERIOR \ ��SREINFORCEMENT a a N.nr m a a T STILE STILE REINFORCEMENT I\ (WOOD) fc cZ (COMP.) (WOOD( ' J HORIZONTAL CROSS SECTION z � 35.75"MAX. DOOR / z o 0 PANEL WIDTH WOVEN oV) 2 FIBERGLASS _ L nOf ow a Z o o INTERIOR - a0- a o I O 0 O F O � a a _ Y} \ m = EXTERIOR/ z SEE HARDWARE m CHART SMC SHEEP / a^ O Ncn g9 DOOR SKIN DETAIL o 0 p W f_N h N h P F d U Q � 2 •• ••• • • • • •• t2 lJ 2 • • • • • • • • N I- <Q z 40 DOOR PANEL •OBOTTOHI RAIL •• • • • • O a (Comp.) c COMP. DATE:02/21/12 HARDWARE TABLE 0 s SCALE: N.T.S. !MANUFACTURE]l MODEL • • ••• • • • •:• Dwc.BY: JK m p • • • • • • • • CHK.BY: LFS 3 KNOB: SIGNATURE SERIES • • •���� A WSETDEADBOLT: SIGNATURE SERIES(780) :•• :• V�RiI• �O : CTI• DRAWING FL-15180.16 N 0 N 01 SHEET 2 OF 10 e V • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-1/4"MIN. 1 2 EMB.(TYP.) 21 20 C vo �Nr,9j d aeT=�'�rn d V'` FE-31 F0—I Q % '��J�: mon // \\ N M1 zd; d U N •: \ $ V Z 0z U r040 ) ► n E m m o INTERIOR ° �� a a 'm a`a m E 0 ° E vZ 0 o CLIK 0 Cd » 111 3Hi r 0 1 ® 3 LU 0 0 4, 3 3 EXTERIOR 10 H o Lo � 9 E Ngm J 3 HORIZONTAL CROSS SECTION a m N cn 3 Shownw/1X sub-buck o 0 ae 1-1/4"MIN. I-1/4"MIN. a a EMB.(TYP.) 4 D I EMB.(TYP.) Y} I �m D 8 o.ts' o.ts° C TD " r C'SINK 5 3 4 C'SINK Q n ° L (TYP.) 4 4 4 (TYP.) m 21 20 0 20 21 N o° w O 8 8 I n i T 7 INTERIOR INTERIOR W o — g 0 o ° / • • o w a i � ° a ° • • • J ° N a0 � o < • � e o z z 02/21/12 i M EXTERIOR EXTERIOR SCALE: N.T.S. 9 - I 27 4Q - • • �� 4 T g • • DWG.BY: JK m • • • • • • CHK.BY: LFS 3 �1�HORIZONTAL CROSS SECTION ••(-2-10011 01�fAL C�OSS�ECTIQN :. E DRAWING NO.: ll $ Outswing shown-inswing •• $ Outswing sown-inswing • • FL-15180.16 " also approved also approved SHEET 3 OF ] " • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Q n– _ _ ` m m Z. L B o a 9 m o a C 40 20 �a En ) 5d`a4 v c ., �D 7 .n z 20 0 EXTERIOR INTERIOR 8 21 EXTERIOR INTERIORZ (-�VERTICAL CROSS SECTION EXTERIOR INTERIOR Shown w/1 X sub-buck z o � VERTICAL CROSS SECTION 8 N O n Lo 4 Out—,,p shown-insv�ng 40 a 3 m w U also approved 7 3 W ° z a 29 a �3 O H U K t`11/) o W W a E EXTERIOR INTERIOR D n x} EXTERIOR INTERIOR mo° 40 a 0 pN 32 W g SAS VERTICAL CROSS SECTION Orn 40 4 Outswing configuration 34 30 4 7 Z� 31 o - - a 7 m E m a a w w z L E z 000 1119 � I i • �i •° •° • • No z p r31 VERTICAL CROSS SECTION SCALE: 02/2 .S. Z VERTICAL CROSS SECTION SSE: N.r.s. 9 4 Outswing configuration • • • Inswing tonfiglnEllbn • ••• DWG.BY: JK m • See g%neft nous,sheet lose • • • • f 'Fift vate�nfiltr jon� CHK.BY LFS a • • riS • •• reeulre E; is •• • • •• DRAWING NO.. ••• • • • • • FL-15180.16 C SHEET 4 OF ] N V • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �QGL n o�• y. ,u) TYP.HEAD TYP.HEAD& '�'�tllll 111T��` o 0 CO z MASONRY — &JAMBS — JAMBS — £ a N MASONRY h a o z°4 OPENING iv OPENING \ p.0 I ? a mD.D.w _ 6 E `oz 8'o c 4i Q, x NZ (V Z O Li FRAME — — <o yyp Z o 0 Q 2X BUCK—\, CL DO o¢ Of z� 2X BUCK D o 'o a Y Y N ¢ Q GO H Y} �m TYP.@ SILL V U • • m a n o ° v • • v w O BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB 0 CONCRETE ANCHOR NOTES: Masonry 2X buck construction w 0 1.Concrete anchor locations at the comers may be adjusted to maintain the min. a a edge distance to mortarjoints. a -- 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to _ t maintain the min.edge distance to mortarjoints,additional concrete anchors • • •a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. • • • • • 9 �'' z 3.Concrete anchor table: •MIN.CLEARANCE MIN.CLEARANCE • • • • • • • •ANCHOR ANCHOR MLN. •• ••• • • • •• 10 0 0TYPE SIZE EMBEDMENT i0 MASONRY TO ADJACENT a EDGE ANCHOR 02/21/12D47E:ITW 1/a" 1.1/4" 2" 4" M SUFE: N.T.S.TAPCON• ••• • ••• DWG.BY: JK mELCO 1/4" 1.1/4' 1" 4" • • • • • ULTRACON® • �7 • • • cHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: • •• • • •• • • •• DRAWING NO.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of ••• • • • • • FL-15180.16 ro wood screws to prevent the splitting of wood. LATCH&DEADBOLi DETAIL HINGE DETAIL o SHEET__5 Or / N v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '�. A!•10 Jam=Z Z ow ` �a9\• H- n•- cat cnN z 28 y o a i 4 \\v' 10 6" - `oa m 7 c S o ' CLi ry yq • — � P o JTR HINGE DETAIL TYP.HEAD& mo LATCH d DE ;TAIL _ JAMBS _ Z o x� MASONRY N OPENING of L> i2z a a 5 m o0 � mow amN ¢Z o < a U a a O - x T FRAME — — c CO V U m a o ° CONCRETE ANCHOR NOTES: z 1. Concrete anchor locations at the comers may be adjusted to maintain the min. in o 0 edge distance to morfarjoints. D 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 1 X BUCK maintain the min.edge distance to mortarjoints,additional concrete anchors ' may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. — H — 3. Concrete anchor table: a a ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCEI TYP.@SIUL 8 TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT • •• • • • • •• = EDGE ANCHOR • • • • • • • • N a ITW ® 1/4" 11/1" 2" 4" • i _o ° W ELCO ° •• z v a ULTRACON® 1/4" 1-1/4" 1" 4" DATE:02/21/12 i SCALE:IT- N.T.S. ° TAPCON� 3/16" 1-1/4" 3" i-1/2" STRIKE JAMB FRAM�/M('HOR�16 ••• • • HINGE JAMB Dwc.er: JK m WOOD SCREW INSTALLATION NOTES: • yasonry 1 buck coritruction • • • CHK. BY LFS 3 _ 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of •• { • ••• �• • • DRAWING NO, N wood screws to prevent the splitting of wood. ••• • • • • • FL-15180.16 SHEET 6 OF 7 N v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pA, BILL OF MATERIALS ITEM tt DESCRIPTION MATERIAL _V:• A 1X BUCK SG>=0.55 WOOD %�` Z 0-—M B 2X BUCK SG>=0.55 WOOD *•• :'gg� '.e m C 1/4"MAX.SHIM SPACE D 1/4"X 2 3/4 E CO OR ITW CONCRETE SCREW STEEL /////I* ���� o n m z U LV •: E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE a z d 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 \, ti E go z m o 0 G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL v� a '^y m a 0 CL a CL H 114'X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I 114'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4.56" =z° J 114"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I--- a.56"— -i �L E $ K #9 X 2-1/7'PFH WOOD SCREW STEEL 1 �W L #8 X 2-1/7'PFH WOOD SCREW STEEL \—' 8 3 a M #8 X 7'PFH WOOD SCREW STEEL LL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM J 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM — _ 2'44" 2'13" z o r 2.36" 2.7' z o z 9 4"X V BUTT HINGE STEEL - z 10 #9X1"PFH WOOD SCREW STEEL YI HEAD651DE 11 #9 X 3/4"PFH WOOD SCREW STEEL 20 HaEmb d SIDE Poly fiberjamb N w oU 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS -1WOOD m 21 POLY FIBER JAMB COMP./VINYL m 27 LATCH STRIKE PLATE STEEL o 0 28 DEADBOLT STRIKE PLATE STEEL 5.63" < �I q 56 o 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD a `a 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL ED 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC m 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD �TT 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOODADJUSTABLE INSWIN34 G THRESHOLD 0 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS _ ADJUSTABLE INSWING THRESHOLD z w � o' N> W(if 0 _ F 0 0 a 4.56" 4.68" n u z • •• o N • • • • —0 o zDATE:02 21 12 i p 3L OUTSWING BUMP THRESHOLD SCALE: N.T.S. o OUTSWING THRESHOLD BY DLPTHRESHOLD BY DLP • ••• • ••• • ••• DWG.BY: JK m • • • • • • • • CHK.BY: LFS 3 • • • • R • • • • DRAWING NO.: _ • •• • • •• • • •• FL-15180.16 _y SHEET 7 OF 7 v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R R W Building Consultants, Inc. W Consulting and F-Apineering Services for the Building Industry B C P.O.Box 230 Valrico.FL 33595 Phonc 813.659.9197 Florida Buard ol'Pru1''Wional Engineers Cerlificale ofAulhorizalion No.9813 Product Ev/ / Report Re1/ / i ! Date: April 23,2015 Product CategoSub Category Manufacturer Product Name Swinging Plastpro Inc. Smooth/Wood Qraln/,White i8d OPAn ••• •• Exterior Exterior Door 5200 W.Century Blvd. RustiL f&ahogany .... • Doors Assemblies Los Angeles,CA Series N.Fj4%rVIVss Doft ... • • oe 41a Phone 440.969.9773 Outswing.•Zn pact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F. Schmidt, P•L'!t'8jtem IDDjj21FP for • • Plastpro Inc.,based on Rule Chapter No.61G20-3, Method 1D of the State of Florida Produ"AMroval, Department of••••• Business&Professional Regulation. *foes* .• • 00:00 •• •• • o••••• RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financia Itinterest in the company manufacturing or distributing the product or in any other entity involved in the approval process Vtie product named •• Limitations: �•��•„ 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Cod4(FV, structtfal requiremert's including the"High Velocity Hurricane Zone". of • 000 • • • 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.16 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-15180.16 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by CTLA 924W TAS 201,202,203-94 Certified Testing Laboratories Ramesh Patel, P.E. ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM D1929-96,ASTM D638-03 ETC 08-209-20609.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Gurjinder Dhami ASTM D1929-96,ASTM D638-03 ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E. ETC 05-255-16776.0 ASTM G26-95, D2843-99,D635-98, ETC Laboratories Joe Doldan, P.E. D 1929-06, D638-03 2. Drawing No. Prepared by Signed&Sealed by No. FL-15180.16 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance `''.�;•. Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and `=:a Guide 53. � sa Lyndon F.Schmidt,P.E. FL PE No.43409 4/24/2015 Sheet 1 of 1 `"`''"