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WS-18-139Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. WS-1-18-139 Permit Type: Windows/Shutters Farts Classification: Door Replacement Permit Status: APPROVED Issue Date:123/2018 Expiration: 07/22/2018 Parcel Number Applicant 186 NW 106 Street Miami Shores, FL 33150- 1121360080080 Block: Lot: SOFIA BACLINI Owner Information Address Phone Cell SOFIA BACLINI 186 NW 106 Street MIAMI SHORES FL 33150-1248 (561)305-4940 Valuation: Total Sq Feet: $ 1,000.00 0 Type of Work: REPLACE FRONT DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $110.00 $9.00 $0.80 $124.60 Pay Date Invoice # 01/23/2018 01/18/2018 Pay Type WS-1-18-66165 Credit Card Credit Card Amt Paid Amt Due $ 74.60 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFII construction and IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating . Ruthmore, J authorize the above -named contractor to do the work stated. January 23, 2018 Authorize Applicant / Contractor / Agent Date Building Department Copy January 23, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION El BUILDING ❑ ELECTRIC ❑ ROOFING '❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: (eG N • LAD . C 1 City: Miami Shores County: Folio/Parcel#: 1t- 2. % 3 6 - a2e3 60 Occupancy Type: Load: Construction Type: Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL RECEIVED JAN18017 FBC 201'- NNS i1(--139 ❑ CHANGE. OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: t SCD Is the Building Historically Designated: Yes NO )Q Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Sp.F\Pir %Ac \ (J 1 Phone#: SG \ cS 4ck Address: ►t3G Sr 'City: Y1\ p6Yt . Fb2.3 a State: `FL-, Zip: 3't Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: . Phone#: Address: City: State: Value of Work for this Permit: $ Type of Work: ❑ Addition ❑ Alteration Description of Work: V3e? Cs Square/Linear Footage of Work: Zip: ❑ New ato*=s.1f `+Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $S-0, Permit Fee $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ • CCF $ .. CO/CC $ Notary $ . Double Fee $ Bond $ TOTAL FEE NOW DUE $ 11.1. `G (Revised02/24/2014) 1 identification and who did take an oath. NOTARY PUBLIC: j /(, NOTARY PUBLIC: 01111111i/0, Sign: • �1 � ES •• 6OjySigri Print: =�2 o :otrint: Seal. _`•. C-sr 4.1'7 ****************************** *** •**41;441I4 04 m 141:********************************************************* � .1. A f LT APPROVED BY Plans Examiner Zoning Bonding Company's Name (if applicable) Bonding Co'mpany's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address } City State . Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation 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. . dr" . rY s,j 4 ,. "WARNING "TO`"OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT, IN YOUR PAYING TWICE FOR IMPROVEMENTS niYOUR•PROPERTY.; IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." rk:.' ..art ` " Notice to Applicant: As a condition to the issuance ofa building/� pp 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 ro ert'"is subject to attachment. Also, a certified the recorded notice ofcommencement must be roste'dTat the job site P p Y Jcopy of p._ 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 WNE or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I y dayof S-a-•-� , 20 I 0 , by day of , 20 , by cl.tom' RC^� • ( , who is personally known to , who is personally known to me or who has produced r"--(-- VI ta— as me or who has produced ' as identification and who did take an bath. Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 5::>V1 A aAc C,C% IJ 1 DATE: Q l' L 8 S ADDRESS: IS6 Nam. I Otfik51 ST, MSA A\ S Q,3S ��. \331,SD Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. 4 State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractoi- even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a' cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1� f . 4 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial .()C7 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial sb,s 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000'The'building or residence must be for my use 'or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased Within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial M. 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. ` JJ • v. Initial •�: , 6 6. I understand,that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my' responsibility to ensure that the personsAwhom I employ have the license required by law and by county or municipal ordinance. Initial \4 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for'ihe employee: I understand that my failure to follow these may subject to serious financial risk. . f I •l ,. Qy� Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial Q59 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: vse. 00A-) loc Sr 1 `n;:) Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or:firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire ilicensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this By SL` t ,1l-C_L4 k-tr day of 7am i..se .-?„_ , 20 Produced there License or , Dc2A rat Property Search Application - Miami -Dade County Page 1 of 2 Summary Report Property Information Folio: 11-2136-008-0080 Property A_Idress: 186 NW 106 ST Miami Shores, FL 33150-1248 Owner FELIX FARINAS SOFIA BACLINI Mailing Address 7910 HARBOR ISLAND DR 1008 NORTH BAY VILLAGE, FL 33141 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/1/1 Floors 1 Living Units 1 Actual Area 1,792 Sq.Ft Living Area 1,252 Sq.Ft Adjusted Area 1,515 Sq.Ft Lot Size 9,464.76 Sq.Ft Year Built 1948 Assessment Information Year 2017 2016 2015 Land Value $203,659 $170,097 $170,097 Building Value $105,444 $105,444 $105,444 XF Value $2,360 $2,390 $1,935 Market Value $311,463 $277,931 $277,476 Assessed Value $159,077 $155,806 $154,723 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $152,386 $122,125 $122,753 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description CUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 8 BLK 204 LOT SIZE 77.580 X 122 C0C26158-0586 26136-1856 1207 5CD Generated On 1/18/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $109,077 $105,806 $104,723 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $134,077 $130,806 $129,723 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $109,077 $105,806 $104,723 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $109,077 $105,806 $104,723 Sales Information Previous Sale Pace OR Book - Pa a 9 Qualification Description 09/15/2017 $500,000 30713- 1160 Qual by exam of deed 11/07/2008 $235,000 26656- 3094 Sales which are disqualified as a result of examination of the deed 12/01/2007 $0 26136- 1856 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 1/ 18/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: • 4,4 jerlail. 0 t\ 6\ ‘8 €0"FiP.. 1111,c L.‘ Qualifi - i I caner Signature Date Print Name ' RECEIVED JAN 18 2018 Building Sketch Borrower FELIX FARINAS AND SOFIA BACLINI'1! y, V i : ; • " r Property Addres's 186 NW 106th St • - City Miami Shores COUnIy MIAMI DADE State FL Zip Code 33150f`=7,).. Lender/Client Pacific Union Financial 4-'i? 11'4 A'7, -' PERMIT #S1 Miami Shores Village 23' APPROVED BY OK E. ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDER, .L STATE AND COUNTY RI ILES AND REGULATIC VS 16' Bedroom Bedroom Bath Kitchen Family Dining Living 14' Garage 14' . OMB . • • al .... .. •• •. a.... .•.• . ...• • 16' TOTAL sketch M a la near, Ifx. .. .• BatT • • • • •..... • .• . . • . • .la • .•• • . • • • • . .. I •• . • • '` . . • Bedroom CO Porch t _ 23 J 8' 14' Area Calculations Summary Livlrq Area First Floor Total Living Area (Rounded): Non -living Area_�� PORCH 1 Car Attached 1444 Sq 1444 Sq ft Cakulatlon Details 18 x 14= 252 16 x 12 = 192 24 x 23 = 552 16 x 28 = 448 32 Sgft 308 Sq ft 4 x 8 32 14 x 22 = 308 Form SKT.BLDSKI - "TOTAL" appraisal software by a la mode, inc.- 1-800-ALAMODE Florida Building Code Online • 9/24/16, 1:17 PM �r r a''g;st. .1,r.3.. .'�;�.. kt:;.n��k. .,•Z,.t. .l}r 1 S. rv'l. BCIS Home I Log In J. r—ik 11�3,.1 ,;cq,Ytnc f PBRit User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff BCIS Slte Map ; Links i Search Product Approval USER: Public User Product Approval Menu > Product or Application Searctl > Applicatton List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL10975-R5 Revision 2014 Approved Therma Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies :.�8p117;.QAI!R • • • • • •• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • of > iRlity,p,'Ivhs • • • • • • • • • • • • • • • • • •• • • • • • • • . • • • • • • • • • • •• • • • • •• • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer is Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan ]. King, P.E. 7: Validation Checklist - Hardcopy Received FL10975_15_01 Certificate Of Independence.pdf Standatd ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 Year 1996 1999 2003 1998 2000 ittp://www.floridabullding.org/pr/pr_app_d1l.aspx?param=wG...DgvIhT9G9wJik%2fhlesUoKUgUOJiamO%2bhaaDO%2bv9FNhgLCg%3d%3d Page 1 of 4 • i=lorida Building Code Online 9/24/16, 1:17 PM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL10975 RS Eq _OF STANDARDS.g_df Method 1 Option D 02/02/2015 02/03/2015 02/08/2015 04/15/2015 FL # Model, Number or Name Description 10975.1 a.. "FlberClasslc", "SmoothStar", t ; "ClassicCraft" or "ClassicCraft Rustic" 6'8 9 "Impact" Glazed Fiber lass Stnc;le Door •(X) Instvin g or I Outswing Configuration r • - -4. -• — — - •' - -- --.-"I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10975.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) ••— • - I Installation Instructions FL10975 R5,1T Inst 10975.1 pd& • • • •' •' Verified By: Lyndon F. SchmilMW •43409 • • • • 41 Created by Independent Third t%rty: Yes • . • • Evaluation Reports • • • • • • • • • FL10975 R5 AE Eval 10975.1.pdf • Created by Independent Third'i rty: Yes • • • •' • "" • • • • • • • • • • • • • 10975.2 b. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" • 6'8 "Impact" Glazed Fiberglass Single Door 1ifliSiaglite - (QX • • • or XO) Inswing or Outswing t-bnf gurutlon •. . Limits of Use Approved for use in HVHZ: Yes .• Installation Instructions ' '•' FL10975 R5 II Inst 10975.2,pf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10975 2 for Design Pressure Ratings by Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports, FL10975 R5 AE Eval /0975,2,01 specific Model and for any other additional use limitations and installation instructions. Note - ASTM E1300-98 utilized for areas inside the HVHZ) Created by Independent Third Party: Yes 10975.3 c. "FiberCiassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL10975 R5 (LInst 10975.3.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10975.3 for Design Pressure Ratings by Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10975 R5 AE Eval 10975,3,g_1f specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Created by Independent Third Party: Yes 10975.4 d. "FiberCiassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Double Door - (XX) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL10975 R5 II Inst 10975.4.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes rttp://www.florldabuilding.org/pr/pr_app_dtl.aspx?param=wG...DgvIhT9G9wJlk%2fhlesUoKUgUOJiamO%2bhaaDo%2bv9FNhgLCg%3d%3d Page 2 of 4 •• • •• . S. • • •• ••' • •• • •• klorida Building Code Online 9/24/16, 1:17 PM Design Pressure: N/A Other: See INST 10975.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Evaluation Reports FL10975 R5 9E Eval 10975.4.gd( Created by Independent Third Party: Yes 10975.5 e. "FlberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Double Door with Sidelites - (OXXO) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R5 II Inst 10975.5.pdf 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 10975.5 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.5.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.6 f. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Single Door utilizing Hoppe Multi Point lock - Inswing or Outswing configuration (X) Limits of Use Installation Instructions • Approved for use in HVHZ: Yes FL10975 B 10975.64101 Approved for use outside HVHZ: Yes Impact Resistant: Yes _LI._.Inst Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 10975 6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for FL10975 R5 AE Eval 10975.64f • • • • Created by Independent Third Party: Yes areas inside the HVHZ) • • • • • • • • • • • 10975.7 g. "FlberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10975.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) 6'8 "Impact" Glazed FiberglavAagl, Door iitlfs9dclite utilizing Hoppe Multi Point lock - Inswing or Outswing configuration (OX or XO) • • Installation Instructions • • • • FL10975 R5 II Inst 10975.7 .2 Verified By: Lyndon F. Schmtif,.1t3409 • • • Created by Independent Thiwi•Pa•hy Yes • • • • Evaluation Reports FLI0975 R5 AE Eval 109717 Of • Created by Independent Third Party! Yes • • • • • • •• • •• • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • •• • • • • •• • • • • • • • • • • • 10975.8 h. "FiberCiassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" • • • 6'8 "Impact" Glazed Fiberglass Single Door with sidelites utilizing Hoppe Multi Point lock - Inswing or Outswing configuration (OXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10975 8 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. Note - ASTM E1300-98 utilized for areas inside the HVHZ) Installation Instructions FL10475 R5 II Inst10975.8.ggf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10975 RS AE Eval 10975.8.pg Created by Independent Third Party: Yes 10975.9 i. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Double Door utilizing Hoppe Multi Point lock = Inswing or Outswing configuration (XX) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 115 II Inst 10975.9.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 10975 9 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.9.g iff specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.10 j. "FiberClasslc", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Double Door with sidelites "ClassicCraft" or "ClassicCraft Rustic" utilizing Hoppe Multi Point lock - Inswing or Outswing ittp://www.florldabuilding.org/pr/pr_app_dtl.aspx7param=wG...DgvihT9G9wJlk%2fhlesUoKUgUOJiamO%2bhaa00%2bv9FNhgLCg%3d%3d Page 3 of 4 • Florida Building Code Online 9/24/16, 1:17 PM configuration (OXXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10975.10 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Installation Instructions FL10975 R5 II Inst1Q975.10.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10975 R5 AE Eval 10975.10.odf Created by Independent Third Party: Yes Back !Next! Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phoneuSD-487-1824 The State of Florida Is an AA/EEO employer. Copyright 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalis 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: r 'w Credit. Card Safe SOO] 11IWO ErR1 C • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • lttp://www.florldabuilding.org/pr/pr_app_dti.aspx?param=wG...DgvlhT9G9wJlk°%2fh1eaUoKUgUOJiamO%2bhaaDO%2bv9FNhgLCg%3d%3d Page 4 of 4 • THERMAI1RU® THERMA TRU DOORS l i B INDUSTRIAL DR., EDGERTON, OH 43517 "SMOOTH STAR", "FIBER CLASSIC", "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" FIBERGLASS GLAZED DOOR INSWING / OUTSWING 'IMPACT" GENERAL NOTES 1. ihis product has been evaluated and Is In compiance with the 51h Ediiion (2(14) Florida Builang Code (FBC) structural requirements includirng the 'High Veto Hurricane Zone' (HVHI). 2. Product onchors shall be as tided and spaced as shown on delolk. Anchor embedment to base matelot shah be beyond wall dressing or stucco. 3. When used in the'HVHr this product complies with Section 1626 of the Florida Build'rg Code and does not require an impact resistant covering. 4. When used in areas outside of the Wag' requikg wind borne debris protection this product complies with Section 1609.1.2 of the FSC and does no! require on inguact resistant covering.This product meets missie levet"D" and includes Vend Zone 4 as defined in ASTM E1994 and Section 1609.1.22 of the FBC. 5. For 2r skid framing construction, anchoring of these units shall be the same as that shown for 2x buck masonryconshuction. 6. Ste conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswng configurations using coastal s6 item #31 under active doors meet water infiltration requiements for'HVHZ". 8. Inswing configurations and outswing configuration using slit items # 18, # 14, #15, # 16, #34 & #37 under the door do not meet the water infitralon requirements for the'HVHZ' and shall be installed only In non sobitoble areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to di is less than 45 degrees. TABLE OF CONTENTS •• • • • • • • • _ • •• • • • • • Shall DESCRIPTION SHEET# DESCRIPTION • • • 1 iyJtcal elevations, design pressures & generd notes 7 Vertical cross sections • • 2 Door panel details & glaring details (Smooth Star} 8 Buck and frame aricfiodng2ftlick n15115nry cbnslruttiof 3 Door panel details (Fiber Classic) 9 Frame anchoring IX buck masonry construction 4 Door panel detais (Classic Craft) 10 Components 5 Door panel details (Classic Craft Rusk) 11 Bill of materials • • • • • • • • • • 6 . Horizontal cross sections - - - - • . _ • • • • • • •• • • • • •• • • • •- • • • • • • • 37.75' MAX. FRAME WON 36.00" MAX. rPANEL WID1H 0 0 X SWING- _ . _ OVERA F FRAME IiMENSION DESIGN PRESSURE (ISP) =' _.T POSITIVE . NEGATIVE INSWING 37.75" x 82,00" +55.0 -55.0 OUTSWING 37.75" x 80.62" +55.0 -55.0 U J M 2 toN- 1��4 C z SATE, 6/25/08 toxin N.T.S. OWG• en 4K arc e�: LFS murvwo so. FL-10975.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • a • •• •• • • • •• •• • • • • • • ••• • • steer 1 or 48 DOOR PANEL Smooth Star OHINGE STILE T DIA. MAX. AREAj1.6EN AX, DETAIL A -A Panel reinforcement INTERIOR EXTERIOR OHORIZONTAL CROSS SECTION 2 RAIL 45 80TTOM RAIIL 1/T —GLASS BITE CELLULAR GLAZING TAPE EXTERIOR INTERIOR 1"THK. GLASS 1/8'TEMPERED GLASS MR SPACE GLASS ANNEALED GLASS 0.090' SAFLEX PV8 INTERLAYER Dow 995 •• �+� AVNrEALED OR~•y - --tomf• • • • •• •• GLASS SIKA 552 • • • • • • • twittcGLAiNg • • • •• • • • •• •SPAOER• •• GI GLAZING DETAIL • • • • • • • • • • • :-: • • • • • • • 17 LOCK STILE EXTERIOR ,.i INTERIOR °VERTICAL CROSS SECTION DATE: 0 z 6/25/08 5C tE: N.T.S. DWG. BY JK pix. BY LFS DRAWING NO.: FL-10975.I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • • • • • • • si+EE1 or 11 24.58" MAX. D.L.O. d J O i J L DETAIL A -A SO DOQR PANEL t;berdasslc °HORIZONTAL CROSS SECTION -►! 1.2r F�- ! 2" DIA. MAX. 28.86% OPEN AREA MAX. DETAIL A -A Pane! reinforcement OHINGE STILE o. 1.54" -1 a j+ F I 12 TOP RAIL • • • • • • • • • 57 LOCK STILE - t.54" --1 SS aOITQM RAR •• • • • • • • • • •• •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • OVERTICAL CROSS SECTION m to L w n 0O 0" O U O E: 6/25/08 SCALE: N.T.S. BY, JK rn: LFS DRAWING No.: FL- 10975.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• r• • • • • • • • • • • • s'En j_ a 11 24.58' MAX. D10. f 4 L DETAIL A -A J ODOOR PANEL Classic von T DIA. MAX. 28.86% OPEN AREA MAX. DETAIL A -A Panel reinforcement 0 HORIZONTAL CROSS SECTION 4 yalrow Vioihd co IL 65 BOTTOM RAIL 4.10" L J OHINGE STILE 0 LOCK STILE EXTERIOR •• ••• • • • • • • •• • • • • • •• ••• •• • • • • • T • • • • • • • • INTERIOR Y4RTICAt fOS,S%gCTION • • • • • • • •• • • • • • • •• • • • • • • • • • • • • 000 • • • • 000 • • • • • • • • • • • • • 0041 • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 000 • • Uci 0 N 0 IL w N qLa N 0 Oae 6/25/08 SCALE. N. T.S. on. em JK CNic. By; L.F5 OWING NOC FL--10975.1 SHEET j. or 11 d 24.58" MAX. Di.O. 4 DETAIL A -A J i0 DOOR PANEL Classic craft natc INTERIOR 44 —vi 111111-11—ill EXTERIOR OHORIZONTAL CROSS SECTION 5 r1.49" —{ TOP RAIL 0 BOTTOM RAH • • • • • •• •• • • • • • • • 77 HINGE ANDgO•CK iTaE• • • • • ••• • • • • 4WERTICALC *OSSASECT1ON • • • • • • • • • • • • • • • • • ai tr- ` u N 2O Q� 4 O 2 S D: ul N n N < Nrj0 DATE 6/25/08 SCALE: N.T.S. DWG. er: JK CM. er. LFS MWM xa: FL— 10975.1 SHEET 5 or 11 • • • • 000 • • • • 000 • • • • • • • • • • • • • I.. • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0110 • • • 1-1/4" MIN. EMS. ITYP.) O 27 rizzoo8d- 0 D.1 INK 0 HORIZONTAL CROSS SECTION Oulsvdn figuration shown g approved INTERIOR EXTERIOR INTERIOR 0.1 ♦o O O0© 0 • flora 0 ram im 411111 m 0 0 EXTERIOR 1-1/4• MIN. EMB. (TYP.) O6 HORIZONTAL CROSS SECTION Shown w/1Xsub-buck EXTERIOR 0 INTERIOR 0 0 • r v * OA i 111111,110 o UN oo O. 1 • • C'SIUK • wTyr) • • • •• •• •• • 2 HORIZONTAL CROSS SECTION • lose* cg okfapaov dorm • . • • • • • • • • • • • • • • • • • • • • • • I-1/4" MIN. EMB. (TYP.) s 0 a WJ 0 X1i 0qt 8 6 a 0 2 fv� gg Vf U LAI Cn to N 4 tv oA E: SOLE: 6/25/08 N.T.S. DYR. fn: JK CN C. BY: !FS 00601G. NO.: FL- 7 09 75.1 • • • • ••• • • • • ••• • • • • • • • • • • • • • *0* • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • susEr 6 or 11 EXTERIOR INTERIOR zo_ • • °VERTICAL CROSS SECTION Outswing configuration shown Yawing also approved CVERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for'HVHT water infiltration requirements EXTERIOR 00 INTERIOR (DO 0+0 11.111111111117 O c-.) VERTICAL CROSS SECTION Outswing configuration see general notes. sheet 1 for "HVHr water inStratlon requirements INTERIOR ..i'/%I EXTERIOR °VERTICAL CROSS SECTION Shown w/1 X sub -buck EXTERIOR ' INTERIOR ATI • •• • •• • • • • • n •• • h • • • • • •O • VERTICAL CROSS SECTION 7 Outswing configuration see general notes, sheet 1 • • • • for "HVHPwater iFl*a1jon • • • • • • • requistne is • • • • • • • • • • • • • • • • • • • • • • •• a a • • • • S • 0.0 • • • • 0** • • • • • • • • • • • • .•... • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • zx2 Onm N wt. 6/25/08 su:Ft N.T.S. OwG. On JK aoc sr: LFS DRAWING NO.: FL-10975.1 SKEET 7 or t I IYP. HEAD & JAMBS MASONRY OPENING 2X BUCK\ 7 r� f • \ BUCK ANCHORING HINGE JAMB CONCRETEANCHOR NOTES: I. Concrete anchor locations at the comers moy be adjusted to maintain the min. edge distance to modcrpinls. ?. Concrete anchorlocafions noted as MAX. ON CENTER" must be adjusted to maintain the mtn. edge distance to moriorJoints, additional concrete anchors moy be required to ensure the "MAX. ON CENTER' dimension ore not exceeded. I. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR tTW iAPCON • 1 / 4" 1-1/4' 2' 4" ELCO ULTRACON • 1/4' 1.1/4• 1' 4" WOOD SCREW INSTAU ATION NOTES: 1. M: infoin a o nJmum 5/8" edge distance, 1"end dls once. & 1 o.c. spacing of wood screws to prevent the splitting of wood. manta MASONRY OPENING FRAME 2X BUCK • TYP. SILL • FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction • • •• ••• • •• • • • •• ••• • 00 -Ix Z1c LATCH & DEADBOLT DETAIL HINGE DETAIL inswing ••• ••HOG?deA1L ••• •• • • • • • • • • •Outswing • • • • • • • • • • • • w co PART OR ASSEMBLY: 4m •n DATE: 6/25/08 scum N.T.S. DWG. Eft: JK cHL BY: IFS DR. NC ND.: FL-10975.1 • • • • • 000 • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET Y Dr 1 11 MASONRY OPENING HINGE JAMB CONCRETE ANCHOR NOTES; . Concrete anchor locations of the cornea may be adjusted to maintain the mht, edge distance to mortal -joints. Concrete anchor becalms noted as 'MAX. ON CENTHt'must be adjusted to maintain the min. edge defence to mortar joints, odditonol concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. Concrete anchor table: ANCHOR „.....TVPEr;,..�:: _ .. <..... ANCHOk - sfi�' ...._:.. MTN. EA7BEbMENT• ::.....:: :.;...:. ININ C1 ARAMCF ,=z MAsoxm' ;: _. EDGE..:. ..: MIt4 CLEARANCE ...TO....A3DJACEN ? .....OR... .nw • SAPCON 1/4• 1.1/4" r 4' ELCO IILTRACON e i/ 4' 1-1/4' 1' 4" WOOD SCREW INSTALlAtION NOTES: I. Maintain a minimum 5/8' edge distance, I"end distance. & 1 o.c. spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING Masonry 1X buck construction STRIKE JAMB LATCH 6 DEADBOLT DETAIL HINGE DETAI, Inswing • ••• • ••• ••• • • •- • HINGE DRAIN • • • • • • •• OiJswtl4 • • • • • • • • • • • • • •• • • •• •• • • ‘0111II. r V Co cc a r. 14. x a W a a. tia Ov H 0 n N n N eeeE: 6/25/08 se r N.7.S. owl cm JK auc er: LFS DRAMS NO FL— I0975.I • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • lb •• 0•• • • • 0•• • • SHEET �_ Cr 11 0 5.75" T8 OUiSWTNGTHRESH= With thermal break sA 2.36" 4.56" 3TCoasaING THRESHOLD 4.56' 236" J7 OUISWING THRESHOLD 5.75' 14 OUTSWING SHRESHOID Sett adjusting to 2.37" 5.83' 15 OUISWING THRESHOLD Composite sil Fut substrate 23r 5.83' OOUTSWING THRESHOLD Hardwood Standard substrate 2.37' 5.83" 16 OUTSWING THRESHOLD Composite s9 Stondani substrate 4.56" 00 F---236"--�`i HEAD d SIDE Jamb L 1.68" - 5.83" OINSWING THRESHOLD Adjustable with Standard substrate .6a"1 5.83" 38 INSWING THRESHOLD Adfuus bstrate with Fug 36 INSWING THRESHOLD SttanndFixed ard substrate ••I•.••• • •• •• • • ••• :�• . _ ••• • •. l••• • •• ••• •• • • • •• S , EEP • ••• • ••• ••• • • • • - • - •- • • • • • • • • • • • • • • • • • • • • • • .• . • •• •• • • • • • • • 4.00 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 4000 • • 1 PART OR ASSEMBLY: COMPONENTS a 0 0— z 0 N C z OWE, 6/25/08 N.7.S. DWG. er: JK C/ac ay: LFS OR"W 1 G no.: FL -10975.1 scsr 10 or jj BILL OF MATERIALS BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A IX BUCK SG >= 0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (FIBER CLASSIC) FIBERGLASS B 2X BUCK SG >= 0.55 WOOD 51 FIBER CLASSIC DOOR SKIN .065" MINIMUM THK. HBERGLASS FIBERGLASS C MAX. 1/4"SHIM SPACE - 52 TOP RAIL COMP. D 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAIL . COMP 57 LOCK STILE LVL/WOOD F 1/4" X 1-3/4" PFH I1W CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (CLASSIC CRAFT) FIBERGLASS G 3/16" X 3-1/4' PFH I1W CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN .090" MINIMUM THK. FIBERGLASS FIBERGLASS H 1/4"x3-I/4" PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. I 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. K #8 X 2-1/2' PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD L #10 X 2-1/2" PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (CLASSIC CRAFT RUSTIC) FIBERGLASS 1 EXTERIOR UTE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN .090" MINIMUM THK. FIBERGLASS FIBERGLASS 2 3 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP. 4 UTE FRAME TRIM PVC 75 BOTTOM RAIL COMP. 7 #10 X 1-1/7' PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM •• • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ! • • • • • • 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .097' THK. STEEL 10 #10 X 3/4" PFH WOOD SCREWJHINGE TO FRAME) STEEL 14 THRESHOLD OUTSWING - SELF ADJUST ALUM./COMP. 15 THRESHOLD OUTSWING - 5-3/4" COMPOSITE SILL ALUM./COMP. 16 THRESHOLD OUTSWING - 5-3/4" COMPOSITE SILL ALUM./COMP. 17 PASSAGE LOCK - KWIKSET (SIGNATURE SERIES) STEEL 18 THRESHOLD OUTS WING 5-3/4" THERMAL BREAK SILL ALUM./WOOD 19 HEADER JAMB SG >= 0.42 WOOD 20 SIDE JAMB SG >= 0.42 WOOD 21 KWIKSET DEADBOLT (SIGNATURE SERIES 980) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC 33 INSWING ADJUSTABLE THRESHOLD- STANDARD SUBSTRATE ALUM./COMP. 34 OUTSWING THRESHOLD- 5-3/4" HARDWOOD SILL ALUM./WOOD 35 7/16"X 1/2"STAPLE STEEL 36 INSWING THRESHOLD- FIXED STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALUM./COMP. 38 INSWING ADJUSTABLE THRESHOLD- FULL SUBSTRATE ALUM./COMP. 39 PANEL REINFORCEMENT 0.023" THK. STEEL 40 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (SMOOTH STAR) FIBERGLASS WOOD 44 HINGE STILE 45 BOTTOM RAIL COMP. 46 INSULATING FOAM CORE POLYURETHANE 47 LOCK STILE LVL/WOOD 48 TOP RAIL COMP. 49 SMOOTHSTAR DOOR SKIN .070" MINIMUM THK. FIBERGLASS FIBERGLASS NOTE. WOOD DOOR COMPONENTS: PINE OR OAK (SG>= 0.42) •- • • ' • •' • • •- • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 0111111" m 0 o. be U 0 N o2 $g DAM 6/25/08 SC.AE. N.T.S. owa. BY, JK CHIC. •r, LES DRAMS ND.: - FL-10975.1 SHEET J1 OF 17 R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico. FL 33595 Phore813-659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report • Report No.: Date: FL-1 0975.1 Febrow y 2, 2015 Product Category Sub Category Manufacturer • • •• Product Name • • • • •••• Exterior Doors Swinging Exterior Door Assemblies Therma Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Smooth Star, Flber Classic. Classic q .d & Classic Cott Rook Fiberglass Glaittdatel s • inswing i Ou "impact" • - Scope Thls IS a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F. Schmtl,p.F.=SystenjlberP • • 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1d of the State of VQrjclia•Product • • • • • Approval, Department of Business & Professional Regulation. . • • • • •• •• •• • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial intere,StiQ itrecompany • • • manufacturing or distributing the product or in any other entity involved in the approval process of thee product named • herein. • • • • Limitations: • • • • • 1. This product has been evaluated and is In compliance with the 5th Edition (2014) Florida Building Code (FBCratrictuial requirements • • Including the "High Velocity Hurricane Zone" (HVHZ). • • • 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 E1996 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-10975.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #31 under active doors meet water infiltration requirements for "HVHZ". 1 8. Inswing configurations and outswing configurations using sill Items #18, #14, #15, #16, #34 and item #37 under the door do not meet the water infiltration requirements for the "HVHZ" and shall be installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sM is less than 45 degrees. 9. See drawing FL-10975.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336 A,B,C ASTM D635-03, ASTM D1929-96, Testing Evaluation Labs Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339 A,B,C ASTM D635-03, ASTM D1929-96, Testing Evacuation Labs Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460030 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., inc. Wendell W. Haney, P.E. STTS00001 ASTM G28-95 Sub Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. 2. Miami -Dade NOA Materials 14-0423.16 Safiex Interlayer (Eastman Chemical Company) 3. thawing No. prepared by No. FL-10975.1 RW Building Consultants, Inc. (CA#9813) 4. Calculations Prepared by y, r = n�. a &Sealed by Anchoring ASTM E1300 Glass Load Lyndon F Schmidt, 5. Quality Assurance • • • • • P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. e ;C,,. Signed RW Building Consultants, Inc. (CA #9813) oyG c , .l- � ?r. Lyndon F. Schmidt, P.E.miqz.; ..:"- Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies;I: with ISO/IEC 17020 and Guide 53. ` �-� " STATE Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2/2015 • • 12/29/2017 - 4:11pm intern 1 V:\Projects\_Master Plan Sheet Store \Windows-Doors-Shutters\400 Wind Charts\_Reference\2017_b FBC WIND CHART.dwg _6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONEPRESSURES Mean Roof Height 0-15ft DESIGN PRESSURES (PSF) - ZONE 4 10 -43.4 +40.1 Tributary Area (Sq Ft 18ft -45.1 +41.6 -41.6 -40.6 -39. +38.2 +37.2 +36., -41.21- -' +37.9 +37.3 -43.3 +39.7 -42.2 +38.6 20 ft -46.2 +42.6 -44.2 +40.6 -43.1 +39.5 -42.3 -41.7 +38.7 +38.1 25 ft -48.4 +44.6 -46.4 +42.6 -45.2 +41.4 -44.4 -43.7 +40.6 +39.9 30 ft -50.3 +46.3 -48.2 +44.3 -47.0 +43.0 -46.1 -45.4 +42.2 +41.5 35 ft -51.9 +47.9 -49.8 +45.7 -48.5 +44.5 -47.6 +43.6 -46.9 +42.9 40 ft -53.4 +49.2 -51.2 +47.0 -49.9 +45.7 -49.0 -48.3 +44.8 +44.1 45 ft -54.8 +50.5 -52.5 +48.2 -51.1 +46.9 -50.2 -49.5 +45.9 +45.2 50 ft -56.0 +51.6 -53.7 +49.3 '-52.3 +47.9 -51.3 -50.6 +47.0 +46.2 55 ft -57.1 +52.7 -54.7 +50.3 -53.4 +48.9 -52.4 -51.6 +47.9 +47.1 -58.2 -55.8 -54.3 -53.3_ 52,6 60 ft +53.6 +51.2 +49.8 +48. EXTERIOR ZONES PRESSURES Mean �(; DESIGN PRESSURES (PSF) - ZONE 5 V `+ ' f Tributary Area (Sq Ft) 3 Clght 10 20 30 40 50 15 ft -53.6 -50.0 -47.9 -46.4 -45.2 r, A.. +40.1 +38.2 +37.2 +36.4 +35.9, $ -55.7 -52.0 -49.8 -48.2 -47.0 t +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -57.0 -53.1 -50.9 -49.3 -48.1 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -59.7 +44.6 -55.7 +42.6 -53.3 +41.4 -51.7 +40.6 -50.4 +39.9 30 ft -62.1 +46.3 -57.9 +44.3 -55.4 +43.0 -53.7 42_2 -52.4 " 35 ft 64.1 +47.9 59.8 +45.7 57.3j +44.54� 5 7 40 ft -65.9 +49.2 -61.5 +47.0 -58.9 +45.7 k+ ' ' ' • 45 ft -67.6 +50.5 -63.0 +48.2 -60.4 +46.9 -58.5` +45.9 `7. , - +45.2 50 ft -69.1 +51.6 -64.4 +49.3 -61.7 +47.9 -59.8 +47.0 -58.3 +46.2 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 +52.7 +50.3 +48.9 +47.9 +47.1 -71.8 -67.0 -64.1 -62.1 -60.6 f ll�S'tt� Tt +53.6 +51.2 +49.8 +48.8 . +48.0 INTERIOR ZONE, EXTERIOR ZONE a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. i 1 MEAN ROOF HEIGHT ELEVATION tIt-LISdW-00 REMARKS DRWN CHKD lam✓ ISOMETRIC DATE (NIT ISSUE GSS TSB 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. GHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT 5 PLAN VVIIEW\ 0 COMPLEX CORNERS WIND -VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH<_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT- SEE BELOW INSTRUCTIONS FOR TABLE USE: UREIDENTIFY THE ZONE OF BELOW LEFT OR NFORE OpENIN ION_ PR DEO INIERIOR-(ZONE THERSOR EXTERIOR ( ONE:) PER THE Lyj /�1.1. ANY QUESTIONABLE TO N5I D TH� MORE crdhi,Ci16(ivitrERIOR) jgI • •v 5. \ / IDENTIFY THE BUILDING M l \YE T�Pp�1 TaE LOWEST GROIJIJD ELEVATION. �• flit MEAN ROOF HEIGHT CANN PEAK (HIGHEST) RPO/416191iT. • 2.1. ALWAYS ROUND UP 1 F 0 N H�`f°lIIE. • • a2. VALID FOR ALL ROO SLO EDEN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY" 'RE P °/f!01JM1S THE GREATER OF (HEIGIIIT * • TH) OR THE SPAN LENGTH (HEIG-H �. IVE WID F 1/3 THE HEIGHT (HEIGHT 2 /IBA • • • • 3.1. USE THE AREA BETWEEN STRUCTU OPENING%NLT-•T�IIS INCLI i AI!!E�S BETWLEN • STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT gE•I?T NTIFIED, ITIE SittLEST (10 SQUARE FEET) SHALL BE USED. • • 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLEF•TABLE V•LUE.•FOq LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGESAPUBIl9HED VALUE. • • • S. \4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY• IN ACCORDANCE WITH CODE. • 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUE AREIINQER-DESI NED BY A FACTOR OF • • 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPA PRIOR T TABLE i• • •• • ERAL NOTES: • • • • • (TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLEt6iRESZDESIGN MjiOgOLOGY" PrrAS`Lrt'?10 'CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN• • ' 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELD rY& EXPOSURE SPECIFIED. F�iIORST 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. i 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS i 'AAL RI -HEREIN. 10. THIS SPECIFICATION DOES NOT p+EFER A OD ' • D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA' AND OTH,,. + •ESI 40 STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T• ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT • +°�. } w' �i • NCES. 12. NO CERTIFICATION IS OFFERED '• ' 1q HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE+. 3,� + DD i' ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. CIA m In z In D T m -1 mn0mOG t-A G1z -my�mCDtn (lfmyZ ;-1x> NJ0mn2-I 1--.r yC = O z O s Z m tn • 2 m7�OGIInA-13 O O �� O D D Z O 2 O D C MCI �DOcmO��trl..r0r to Otnym.-DG)rrn> F p�Zm D02ICy72<ZZ-1HiTO m<mD rT toAtn0O „ 2. OR° 6TH EDITION FLORIDA BUILDING CODE 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 -♦ In (n rn rn C) F-I T C) 0 0 rn (n In ENGINEERING j: EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM • • #2 02 A r InCa Oz 2 0 O a/