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WS-15-2655 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247995 Permit Number: WS-10-15-2655 Scheduled Inspection Date: November 18,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ROBINET, PATRICE Work Classification: Door Replacement Job Address: 1055 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143710 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACEMENT OF FRONT DOOR WITH IMPACT DOOR Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-246000. PATICE ROBINET CALLED(11/5/15) CANCELLING THE INPECTION Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 17,2015 For Inspections please call: (305)762-4949 Page 27 of 33 ^�. est° r� Miami Shores Villager tl { t , 10050 N.E.2nd Avenue NE Ella Miami Shores,FL 33138-0000 Phone: (305)795-2204 to > Expiration: 04/201201 Project Address Parcel Number Applicant 1055 NE 96 Street 1132060143710 PATRICE ROBINET Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PATRICE ROBINET 1055 NE 96 Street MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 HOME OWNER Total Sq Feet: 0 i Type of Work:REPLACEMENT OF FRONT DOOR WITH IMPA Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee InvOICe# WS-10-15-57472 $2.00 10/19/2015 Credit Card $50.00 $79.60 DCA Fee $2.00 Education Surcharge $0.20 10/23/2015 Credit Card $79.60 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $129.60 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 AFFIDAVIT: Icertify tha foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futherm re, I autho:ze the above-named contractor to do the work stated. October 23, 2015 Authorized nature:Ow er / Applicant / Contractor / Agent Date Building Department Copy October 23,2015 1 Miami Shores Village f; OCT 9 2 15 ' 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 FBC 201y IS - BUILDING Master Permit No. �S _ 2� PERMIT APPLICATION Sub Permit No. FE-]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1055 NE 96 Street City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 11-3206-014-3710 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Patrice Robinet and Elsa Gagnon Phone#:305-546-8088 Address: 1055 NE 96 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name. N/A Phone#: Email: patricerobinet@hotmail.com CONTRACTOR:Company Name: Patrice Robinet (Owner) Phone#: 305-546-8088 Address: 1055 NE 96 Street City: Miami Shores State: Florida Zip: 33027 Qualifier Name: Patrice Robinet Phone#: 305-546-8088 State Certification or Registration M N/A Certificate of Competency#: N/A DESIGNER:Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit:$1,000 Square/Linear Footage of Work: 0 Type of Work: K Addition ❑ Alteration Q New ❑ Repair/Replace ❑ Demolition Description of Work: Replacement of front door with impact door. Specify color of color thru tile: �G Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat Signature • NER or T CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Ql) 1C-5' 20 by day of 20 , by who is personally known to ,who is personally known to me or who has produced T k bbca�kc a-I` me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Seal: roY'vs Notary Public State of Florida Sindia Alvarez My Commission FF 156750 of Ex 09/03/20 8 *********** * * * * ** * **** * ********* *************************************************************** APPROVED BY Lz' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,5t►ORbs Miami Shores Village ,R Building Department 10050 N.E.2nd Avenue RTS Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT �` NAME: ����'Ci G� n) M©tj DATE: (©/ �`7 1 1 S ADDRESS: 1as_�; K) 6 q 6 N ), Grn: g-,h6ya 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. 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 contractor 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. 1 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 2. 1 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 3. 1 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. 1 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 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 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 persons whom I employ have the license required by law and county or municipal ordinance. Initial 7. 1 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. 1 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 the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 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. 1 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.mvfloridalicense.com/dbpr/pro/cilb/index.html Initia 11. 1 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: Initial 12. 1 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 a licensed 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 t day of (�Gn , 20 IS By_1E 9 C`i�'Glc..) who was personally known to me or who has Produced there License or ��c.. bCJ\K-2 U�.f\/ST,- as identification. i otary Public jState of Florida O N E R --- - N OTAR Sindia Alvarez c My Commission FF 156750 Expires 09!0312018 drl r� vss �►E + qx • y �1. 331.3 $ • � �Gm � Shay G -A6mori •y "r A A, - -- 0000•• • • • 'UUu�111111..JJJ111 ...... ao y •••••• •••• •• •• Front Elevation ,ate•� 00006 •• • 0000•• j 00000 • 0000 s••••• s s • • • • 0000 C? 0000•• 0000 ,/,1,,� v • • • F-; s • 0000•• C.F't CO Boom 1=CT Tp COJVPLIANC E war CO(1 N- H ALL FEDERAL 4 RULcS AND RFG(�CAr., , Fli irida Building Code Online Page 1 of 4 Business y Professional Regulation ltd SOS Home I Log In I User Registration Hot Topics Submit Surcharge i Stats&Facts ! Publications FSC Staff ' BCIS Site Map Links ; Search Busines Product Approval Professi I SER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1521— Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com 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 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EV, Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lyndon F.Schmidt,P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date• ••12/031/2018 • • •. Validated By 0 �ty3n>! KMgs P1.• • •• • • • • • • .-VaCid4tidr G;-IE;klist•�Hardcopy Received go* Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of StAgCWrd), SIMOar . ; ; ; Year ••i V A�0 13142N • • •• 1996 ASTM D2843 • • 1999 ASTM D635 1998 ••• • • • • ••• • • • • • • • • • • • • https://floridabuilding.org/pr/pr app_4tl.aspx?param=wGFVXQwtDgv3yVVKJZIQRCF... 10/13/2015 Florida Building Code Online Page 2 of 4 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eguiv Equivalency Of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products j FL# Model,Number or Name Description 521Q 1 ; a. Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door- Wood Grain/Rustic/Mahogany Inswing/Outswing(X-Configuration) Series O Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.1.Ddf 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 15210.1 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.1.Pdf any additional use limitations,installation instructions Created by Independent Third Party:Yes Mand product particulars. 15210.2 b.Smooth/Wood Grain/White 6'8"impact"Opaque Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogany or Sidelites-Inswing/Outswing (OX or XO; OXO- Series O Fiberglass Door Configurations) Limits of Use Installation Instructions A pprovedd for use in HVHZ:Yes FL15210 M II Inst 15210.2.Ddf 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 15210.2 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.2.odf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15210.3 c.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sidelites-Inswing/Outswing (XX;OXXO- Series O Fiberglass Door Configurations) i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.3.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 15210.3 for Design Pre"ur'p,at%gs` FL15210 R5 AE Eval 15210.3.pdf any additional use limitations, installation instruLWor+s rsa y jiTd-pendent Third Party:Yes and roduct particulars. • '• • • P 15210.4 d. Smooth/Wooci6rairy ite•• "I pfct;glbzed Fiberglass Single Door- Wood Grain/Rustic/Mahogany Inswing/Outswing(X-Configuration) Series O Fiberglass Door Limits of Use • ••• •• Installation IpgVuctions Approved for use In HVHZ:Yes . : ;, 1521!2 iZ IhInst 15210 4 odf Approved for use outside HVHZ:M 0 • 9 * VerifiediBya Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes ••• • • tPeated*W-Indo*ndent Third Party:Yes DesignPressure:N/A Evaluation Reports Other.See INST 15210.4 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.4.pdf • • • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QRCF... 10/13/2015 ````,,��� * rr'ri J ro _37.50"MAX.OVERALL •• ,/~i lastp FRAME WIDTH - P m 5200 W. CENTURY BLVD. I ' �'' LOS ANGELES, CA 90045 7 0 rrr'' i1utm Wood Grain/ White Wood Grain s Smooth / W E a Rustic /Mahogany a Series O Fibergiciss Door Z INSWING/OUTSWING a LL ',IMPACT' GENERAL NOTES m 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code Uj (FBC)structural requirements includinX g the"High Velocity Hunicane Zone"(HVHZ). J QU • . Product en'Aws shall be as listed and spaced as shown on details.Anchor embedment to base material �. •••• shall b9 aeyCnd wall dressinger stucco. o 1• • • • • � � K . 06930 Whey Qsbd lhZhe"HVHT'this product complies with Section 1626 of the Florida Building Code and does notC31 o g require an impact resls{pnt�ov�ing. EL • • 0.00.0 LL •4••04'. When esee Im areas outsido of tlye"HVHZ"requiring wind borne debris protection this product complies with y •••• Sectfbp j609.:'2 of thenl4 PBC and does not require an Impact resistant covering.This product meets ••• • missile level"D"and lncluM�s'bQ&Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. ee 00udco • •��•� For 2x Efud coashvction,arahC;ng of these units shall be the same as that shown for 2x buck masonry o g. • construriion. 00.00• N z 6., site con'ditl8rf that det8th"A the details of this drawing require further engineering analysis by a licensed t] o x � engin�AtEA'egisteredarchitec� � • ••• • • • o 7. Out gurations meet water infiltration requirements for"HVHZ".All other configurations do not meet{he wa er infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or gat habitable locations protected by an overhang or canopy such that the angle between the edge of $ canopy or overhang to sill is less than 45 degrees. ° a TABLE OF COMM SMYfs�f t»�41 M o DESCRIPTION DIM N L ?N POS iV� NE:ryA�NB.? o 0siew S general notes ZTypical elevation"'.ces gn eu . U 2 Door panel details INSWING x +75.0 -75.0 —02/16/12 3 1Horizontal cross seciion 82.00" � 4 Verticdcrosssecilons So", N.T.S. 5 3 in1 lock de ails 37.5U' DSD.BY: JK 'm OUTSWING X +75.0 -75.0 CHK.BY: LFS 6 3-point ck eta 8T.13" DRAWMO NO.: Z Bu and frame an ng N FL- 8 Compone See sheet 2 for hardware design pressure limitations FL- 5210.i o p 9 of of materials SNEET_I OF 9 N i"i EXTERIOR 0.4" •ti= d INTERIOR TOP RAIL N CAP(PVC) LATCH STILE(LVIj \ q HINGE STILE(LVL) CAP(PVC) (COMP.) v 4 M B. 1 HORIZONTAL CROSS SECTION --) G 35.75"MAX O.A. WIDTH S' ,' oon o 0 •�o ••• • 4 O � O • b HARDWARE TABLE • • 0 u • J MAX,0915INTERIOR EXTERIOR a�••• • as • • • tq '2 MANUFACTURER .. MORE( •• • • • •• • KNOB: SIGNATURE SERIES • t• • • • KWIKSET DEADBOLT: SIGNATURE SERIES(980) +75 FOAM CORE— •• •• • (POLYURETHANE- s a 9� Q• • • • SCNLAGE KNOB: SERIES(m) ,�,75 1.9 PCF MIN.) _e N •• • DEADBOLT: "B"SERIES(860/62) z • ••R• • ••• X ease•4 SEE HARDWARE TABLE LEVER: FL38 SERIES w g N� • ^ • • • • FAME)( DEADROLC FD7 SERIES ±75 HOPPE MULTI•POINTLOCK: 3•POINTTONGUE ±50 • •b •• FIBERGLASS SKIN• SEE HARDWARE TABLE (0.125'MIN.THK.) W 8 F MULTIPOINT LOCK: TRRENNIUM"5080"SERIES 75 3 s See sheets 5 and 6 for multi-point tock detalls. IZ aBOTTOM RAILu (COMP.) �. u Bhre:02 16 12 b Z scxe: N.T.S. o 40 DOOR PANEL owG.BY: JK m Flb(glass 2 VERTICAL CROSS SECTION CHK.BY: LFS 2 OBAYANG NO.: N FL-15210.1 a ro SHEET 2 OF 9 .4 v' r. a 1-114'MIN. ���`°�r ••' e!,� ,� T EMB.(TYP.) 4 4 A G i• * =Z El U "I'll, 1ry•n1" m Z INTERIOR 40 7 ^ g y 90 3 n ° a y z 3 w m ?O (A .a In � J � a m v •••• EXTERIOR H >° ° �sses� ••• E •••• 4 27 1-114'MIN. �m n� • • • E ° EMB.(TYP.( 'oI ° •ass•• •iss i D s 1 5 2 1 & g ' • 4 4 4 4 3 HORIZONTAL CROSS SECTION D • • • s Shown w/1 X sub-buck 0.15" 0 °^ • °n gC'SINK—► ...— C ••sss ss•s° ! ° �• • • C'SINK ITYP.J • s I e ••••• n • •• (TYP.( I v iss••i •.ss•M° ° • s s INTERIOR • • •• s INTERIORw o ' ^u, sssss• •ssQ •• s� • • • 7 s •.•• 40In 7 O sss•ss •° • ^' sss••s Q ° ° e j OZ a " Az 0 U 11 ° OATS:02116112 Z z EXTERIOR27 V a score: N.T.S. 11 y EXTERIOR E owc.BY: JK— m 2 HORIZONTAL CROSS SECTION CHK.BY: LfS 3 s – jq)� ORIZONTAL CROSS SECTION 3 Olutswing shown-inswing onnw'Ko No.` FL-15210.1also approved utswing shown-InswMg sNecr 3 ov 9 10so approved s EMB.(TYP.) — 4A .. * j, �? °� n tj m 5 �$ t� L E cc 2 C 7 G s I ' 40 I EXTERIOR INTERIOR eA Z z 7 1 2 o v EXTERIOR INTERIOR o 0 N 2 VERTICAL CROSS SECTION z c 4 Shown w/I X sub-buck a EXTERIOR INTERIOR • • am a • • • VERTI AL CROSS SECTION ••e•: 4 also ap g�"inswing ••••• • • • • 29 a g • • •s•e•• >r ••••• EXTLRIOR• •:•• INTERIOR E ° ° EXTERIOR INTERIOR Y� • _• •••• •••• 30 31 32 33 34 5 VERTICAL CROSS SECTION w 8 36 _ w 4 Shown w/ADA threshold o � 37 •••..• 38 0 z E ° �z v § ° e " ° are:02116112 i sme N.T.S. 9 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION ON.BY, JK 4 VERTICAL SE 4 inswing configuration cox.ew. LFS 3 g DFVMG NO, FL-15210.1 0 SHEEP 4 OF 9 N .4 O « 0 °W a i 0 \, Ro v � ma� CO Y.� 0 a >(V �VS a 0 Ja U! M0 2X BUCK SB In Ro^ IX BUCK H I o a 4 p 4 zo 23 11 x . o .• L Z I 2.1r o.� o sees. • .••• HOPPE rngN-a •••••• •1O 1•'.• •• „oi • ••seeei•e 1., 22 O3 iMULT►• KST '�23 a Pon9ongu.POINTLOC0 2X BUCK 58 MUCK 0 00000 • • . so 00 • • .• • 2BUCK:• •.e• 000.00 VBUCK ••e•• .• •sssee0 pUpnaMoaMpp _ > • .s o z aD G o- 0 zF T STRIKE JAMB O o a z B >� z u oATE:02116112 i ® SCALE: N.T.S. L Oo DWO.By: JK m CHK.ey: Ll 3 23 MULTI-POINT STRIKE PLATE 25 LATCH AND DEAD80LT STRIKE PLATE oBAvnac o "- Tongue FL-15210.1 system o seEEr sof 9 MANUAL RAISED TONGUE GEAR SYSTEM V 4000. 0000.• C MI ''. '���/111111111�\` aD 0 8�•;Z 55 h € o -ZH ' 0 o� N J cc a • •*•: ..• . : 4000 Y 0000.. io � . .... . o_W • • 4000••• ® m a 0000 4040•• •4040•4040 • • • o 40:40• 0400 • 4040••.• � rc a a 404000 • 4000• 40.00.• . • '>- • • • 0•00 m •0.. 40.40.. • 4000• ••40... � 40.40• • 4040 57 • •.40 • 0 • ® I •.•.40i ' In• b0 I w o • • ! D � o � 2X BUCK 58 o Z N BUCK H �Li i N .p Z Z U FZ DA 16/12 i a SOME: N.T.S. ° DWO.BY: JK m' STRIKE JAMB DETAIL CNK.BY: LFS 3 W"F T"ennium 3000 SERIES rc DMWINB NO.: R 3 pt.Lock FL-15210.1 N 0 S SNEEf 6 OF 9 N O K • 4 4 (TYP) `v "-- —SEE HINGE L 2X BUCK to p TYP.HEAD M DETAIL(TYP.) G 1 X BUCK \ h E 9 a n � 8,JAMBS MASONRY TYP.HEAD � s q„ &JAMBS ' MASONRY OPENING Z o OPENING "' SOL o FRAME z • • • Ud U • vel• •••• yp•• • • •• �d zp Q ai. •••• • •• • • 2XBUCK � m • �W a �••••• •••• U lh U oO •• • •O I F • ••• •• • �••••• ADA SILL m g• i•• •••• .— ONLY a • • •*•••• •••••• nr • STRIKE JAMB FRAME ANCHORING HINGE JAMB W N 5 BUCK ANCHORING Masonry construction a o � F J CONCRETEANCHOR NOTES: I X BUCK H A I.Concrete a=tocallons at the comets may be adjusted to maintain the min. _ i edge dfsiance to mortarjolnh. 9 _ 2.Concrete anchor tocatbns noted as MAX.ON CENTER"must be adjusted to 2X BUCK malnta4s the min.edge distance to mortarjaints,additional concrete anchors 1 X BUCK 1 X BUCKtH 9w maybe requiredto ensurethe"MAX.ON CENTER"dimenslon ore nol exceeded. "3.Concrete anchor table: 2XBUCK •.$ MIN CLEARANCE MiN CLEARANCE 2XBUCK 5B " • 2X BUCK / " 'Z a '$ ANCHORS ANCHOR MIN. 'TOMA:SONRY TOADJACEM . _. TYFE S1iE 'EMBEDMENT ..€DGE ..:ANCHOR -: 1XBUCK M • OATE: 12 i a Irw to ON• 1/4" i•1/4" R 41 2X BUCK �� scar: N.T.S. ELCO 1j4„ 1" 4^ 27 ' (HSI XBUCK owc,BY: JK m ULTRACON i•1/4" CHK.BY: LFS 3 uc lTW a 311V 1.114' 3" idh NI Ins TAP inswing ow�wiHc Ho.: Qp LATCH&DEADBOLT DETAIL. HINGE DETAIL FL-15210.1 ro s 1. WOOD SCREW INSTALLATION NOTES: OUtswing a Molntaln o minknum 5/71"edge dhfance,1"end distance,&1"oc.spacing of SHEET 7 Or 9 ro w woad screws to prevent the splitting of wood. O a \\—A, \• �'i a _ % 4 4.56„ .6" 4.56" j =d Cs n g;LTF -�-- i —2.44' Ny4� OUiSW1NG THRESHOLD POLY N8 R JAMB h E Z$0 0 OUTSWING THRESHOLD Cotumhfa Hlgh Dam(581) Plasipro \ °a'g DLP cT (QOSR) \ 4 (� 4.56 ^ \v = J d 4.68" a 4.7 • • •ad�=� • Ey I-•— 2.36"—–�� --2.7' ?o • • • • • a •••••• WOOD JAMB �� .• •••• • OUTSWfNOTHRESHOiD OtlTSW1NG DLP(QOTHa RESHOLD y • 31 SH • • 3� ColumWa(575) w ••••• (L �• •••• •••• •• •• o •••••• 'o• • •S� • .�-.__.--------5.63" 2.088" 7 0• •••• • r 1 o m t • __- • •••:00 •? LdTh 4 E• ••• � 0.57' I m = OUTS ING TH38RESHOLD INSWING THRESHOLD T WEA QER IP a DOOR 80TiOM SWEEP_ m s 33 Endura(Z-seder) Columbia n o � ti u a —4.56"- - PE650 h --5.625" w ( 4.56" 0 'Z : to U W -}[ Dare 02116112 i 4 1 SCALE: N.T.S. 9 INSWING THRESHOLD INSWING THRESHOLD 29 ADA THRESHOLD �G•�': JK m' c 3� DLP(ISCS) DLP CHK.BY: LFS 3 Endura(iSerlas► DRAWING Na.: D: FL-15210.1 N 0 g N SHEET_�L OF J d V d' s►u of MaTeR►als `, • .d MAI R1At = IYEM# DESCRIPDON WOOD rDIX BUCK SG>=0.55 WOOD 2X BUCK SG>=0.55 � •.,,,,,.• ��� 5 o m' 1 4"MAX.SHIM SPACE STEEL ',� �h/ul n��� ,`` z'eo I/4"X 2-3/4"PFH ELCO OR fIW CONCRETE SCREW $ MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE E z° 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 STEEL9 0 4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW G 1h STEEL CONCRETE SCREW 'm 0.M H. 3116"x 3 1/4"PFH ITW STEEL W I 1/4"X 1-3/4"PFH ELCO OR IT1N CONCRETE SCREW STEEL v Z L #8 X 21/2'PFH WOOD SCREW STEEL M #811-1/2"PFH WOOD SCREW �a COMP./VINYL 1 POLY FIBER JAMB WOOD R 2 FI ER NTED PINE FRAME FOAMLn TRERSTAIP a ••• • DOR 0 OM SWE •• VINYL z o • 9 " TTfISTEEL 1NGE . STEEL • •• 0011 4#9 Xr3/ ' WOO SCREW STEEL Y2 3 POI I ICNGUE"MULTW'OI LOCKSET rMfg,BY HOPPE) STEEL MULTIPOINT STRIKE GUE SYS7EMy a J • .... • 3 DEADB Lf 3'IRIIfE+PLATE TONGUE SYSTEM) STEEL ro 25 LAT K STEEL ' 3• •i 27 LAT R STRIKE PLATE•••••• STEEL ° F •• •28 DEADBOLTSTRIKE PLA URITY) a ALUM t 029 A OLD • • ALUM/WOODCal �m '• 30 OUTSWING THRESHOL AWWWOOD 31 OUTS ING THRESHOLD•••• ALUM/WOOD E •• g2 THRESHOLD•••• ALUM/COMP • 33 OU194WMG THRESHOLD ALUM/WOOD •• •34 OUTSWIN THRESHOLD• • N ALUM/COMP N 36 IM 1fpVRESHOLD 37 INSWING THRESHOLD ALUM/WOOD = ALUM/COMP D� � s 38 INSWING THRESHOLD 40 DOOR PANEL SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS o 55 #10 X 1-1/2"PFH SCREW STEEL 57 BACKING PLATE STEEL STEEL 58 #8x 2"PFH WS STEEL 60 MULTI-POINT STRIKE PLATE STEELW z 62 LOCK ASSEMBLY ° a z Z U z DATE:02116112 i SCALE: N.L S. 9 w M.BY. JK m a 0%.BY; LFS 3 5 DRAWING NO.: � a FL-15210.1 0 o SHEEP_L OF 9 N v d R R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry B P.O.Box 230 vahico,FL 33595 Phone 813.b59.919� Fiorida Board or pwre sio w Engineers Ceflir=to of Authorization No.9813 rFL t Date: Product Sats:Callegory Manufacturer Product Name -causerypUSpro,hw- Smooth/Wood Grain l White Wood Grain Exterior 5200 W.Century Blvd. Rustic!Mahogany Dotes xtevio Doo Los Angeles,CA 90045 Series O Fiberglass Door AssemPhone 440.969.9773 Inswing/Outswin _'Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro Inc,based.on Rule Chapter No.61 620-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Sehmtdt,P.E do not have nor will acquiree financial interest in the company manufacturing ordistributingthe product or in arty other entity involved in the approval process of the product named Herein. Lhniitaffons: 1. This product has been evaluated and is in,compfianc a*th the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product-anchom*mll be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stun. 3. When used In the"HVfir 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 1609.12 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 IM and Section 1609.1.2.2 of the FBC. 5. For lac stud framing construction,anchoring of these emits shalt be the same as that shown for 2x buck masonry construction. 6 Site condom that deviate from the details of drawing FL-95210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHT'. All other configurations do not meet the water infiltration requirements for the IWAiZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that:the angle between the edqe of canoov or overhanq to sill is less than 45 degrees. 8. See dtaotirm FL-15210.1 for size and design pressure limitations. Supporg;flocer!merrfs: by 1• Titist t2e�rt.l�c►_ TeM Standard Testing Labtttraton► Signed TEL 0139=5 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC405255-18776.0 ASTM D 635_98,638M,1929-96&2843-99 ETC Laboratories Joseph L.Dotdan,P.E. ASTM G 26-95 ETC-06-255-174120 ASTM E 84-05 ETC Laboratories Joseph L Ooldan,P.E. ETC-07-2MASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2_ DravArm No. Wired by Sianed 8 Sealed by No.FLA62'10.1 RW Building Consultants,Inc-(CA#9813) Lyndon F.Schmidt,P.E. 3: Catcu tions Prer►ared by Sianed.&Sealed by Anchoring RV1feuiilding Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. QuattEv Assurance Certificate of Part ation issued by.Nationat Accreditation and Management i 7 5, a 37 assurance pt�e that with f nutEaC17020 and within a quality c a : air'98 00-1' • • •♦ • • • • �• a etiJ .... _ , 9 O �e e Tew� v !ti ... .�. • ••• •• ••• d 'vJ VO : • • • • A ,tit.09 ay i .?'s �'-•<„' • •• • • •' • `'Y j '' Lyndon F.Schmidt,P.E. ••. • . • • `�` • 6�' �' FL PE No.43409 4/2412015 •:• .6hf etV of A• : • • • •• •• • • • • • •