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WS-16-29 e5� Rs t�� Miami Shores Village p6:,Wt1� 1if, i1Utt81'S 10050 N.E.2nd Avenue NWjop Aodf� 1 �, Miami Shores,FL 3313&0000OKI on° Phone: (305)795-2204 eti it S PROVE a3,_ �,$iat+:110/2p'16 Expiration: 07/18/2016 Project Address Parcel Number Applicant 56 NW 93 Street 1131010170040 Miami Shores, FL 33138- Block: Lot: PABLO JAVIER CALISTO CORN Owner Information Address Phone Cell PABLO JAVIER CALISTO CORNEJO 56 NW 93 Street (305)510-1012 MIAMI SHORES FL 33150- 56 NW 93 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 500.00 HOME OWNER Total Sq Feet: 0 Type of Work:MAIN DOOR REPLACEMENT 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-1-16-58248 $2.00 01/07/2016 Credit Card $50.00 $79.60 DCA Fee $2.00 Education Surcharge $0.20 01/20/2016 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 ' r myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDO ORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati i 6Lrate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na c tr ctor to do the work stated. January 20, 2016 Authorized Signature:Owner / Applicant / C41rYbW / Agent Date Building Department Copy January 20,2016 1 �k1LAk Miami Shores Village Building Department JAN 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 7 /�1� Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 --- ` BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: �� PS�' ��! t City: Miami Shores County: Miami Dade Zip: 'C-z t 1-0 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �zo-to cz\ik�0 Phone#: to 0, Address: u W Ax W." a Vu" . City: JA\& e &440 v`e.S State: L Zip: `�`� 1 ro Tenant/Lessee Name: �zh'W Ctak�o Phone#: Email 'P4,4,44 ,JX-kY l Lfr-EA 9 L . e0 AA . S C- CONTRACTOR:Company Name: -i>46 .® caA r'La Phone#: 3oS`r-i o (®(7— Address: S76 . NW qW -��-Vla� - City: �A % S Vlo U_& State: IF(L Zip: 33 t S 0 Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ��-� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 2"*Repair/Replace ❑ Demolition Description of Work:_ Rz-�h '700v^ TzQ-P`Adg-KCAA - • oc' - Specify color of color thru tile: �! Submittal Fee$ OQ `0�3 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ co Radon Fee$ 'CID DBPR$ Notary$ - Technology Fee$ ® " S Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation 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 th 71otice of commencement and construction lien law brochure will be delivered to the person whose property is subject to en . Iso,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ch oc s v n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap rev a p r in pection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ day of �5-6-rA 20 15 , by day of ,20 , by 'pNOLD c4'LI5TO ,who is personally known to ,who is personally known to me or who has produced 'r<-�Ir 0Qr02 . as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: X014 jD ��%� NOTARY PUBLIC: bQX'°650 b�Cn # U iw Sign: - Sign: J1 ibild AMU Print: - Print: Seal: % c�' .a�!b. Seal: i APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,gts Miami Shores Village Bull Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 ��' OWNER BUILDER DISCLOSURE STATEMENT NAME: 12 0 C��,�-V'D DATE: �s'�/'1D/;,oi "- ADDRESS: K6 1i.3 W I(A tai &QF_A #d.. 3X t sW 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. 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 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. nitial4. 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,�jw,hich violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial- 6. nitial 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 bygounty or municipal ordinance. Initial r 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. II Initial 1 � 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 htto:/://www.m�oridalicense.com/dbpr/r)ro/cilb/index.html/dbor/pro/cilb/index.html Initial 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 day of37,1'� � , 20 l5' By?4 3W L, who was personally known to me or who has Q 7, Producea `ace se or �t_._��SL ax3 OWNER NOTAR, �j,' ' 0 -aw fvvv.7.JIU'7 1,MIPUWI ontarwo'rL.00 IOU 4 YAW 1 3-1 Q9 W NW 93rd STR X 75'TOTAL RIGHT-O� 21'ASPHALT PVMT. 0) NORTH LINE OF 5.E. 1/4 OF TH A5PHALT N.W 1/4 Of THE 5.E 1/4 iRETURN OF 5EC. 1-53-41 (A) B.c 21'PWY 969*06 -F.rP.- NO C07 40 0 a 75.00' 5'CONC.SWK Nd ID. NO CAP 22G 72' LE A 006 WALK, '0 u u> A u L1005. 0.7a4 9 P 15.20P 10.00' C'� -0.25' 10.70 b ONESTORY LOT- 5 LOT- 3 RES. #56 10-or 9.98, A BRICK OVERHEAD VARE it '-0 NO CAP 'U'p- G'C.L.F 75.001 �;D c4p 14 LOT- 13 Sloe z 0 LOT - 12 -------- ENCROA CHMENT NO 7Z'Sz: A. NORTH SIDE OF THE 5: INTO THE RIGHT Clr,'� z DRAVIMBY.- IM Florida Building Code Online Page 1 of 4 -� �,'.r ti ( .�)r'IrfrnFlrr BCS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications i FBC Staff i SCIS Site Map J Unks Search Busines ' (� Product Approval Professtl�n'a:' b U86R:Public User Product AD IOVal Menu>PraQgct or ADDlicatlon Search>Application List>Application Detail R FL# FL35255-R2 Application Type Revision Code Version 2014 Application Status Applied For Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Emall 33615 1st Way S Federal Way,WA 98003 (253)875-7300 andrewn@trinityglass.com Authorized Signature Andrew Na andrewn@ttinftnlass.com Technical Representative Address/Phone/Emali Quality Assurance Representative •••• Address/Phone/Email • • *900 •••••• •• • 0• • • 000•• • Category Exterior Doors 000000 a •••••• Subcategory Swinging Exterior Door Assemblies • 0000•• • • • 0000•• 0000 0000 • • • Compliance Method Evaluation Report from a Florida Registered Archi£eftQr•�censetl Fioypi••• ••••• Professional Engineer • • Evaluation Report-Hardcopy Received ••:••: •••• • ••••• •• •• ••• 0000•• • 0000•• • Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. • • • • Evaluation Report • • • • •••••• 000 0•• Florida License PE-43409 • • • • • Quality Assurance Entity National Accreditation and Management Institute•••• 0000 •••••• Quality Assurance Contract Expiration Date 12/31/2019 • • • Validated By Ryan J.King,P.E. Validation Checldist-Hardcopy Received Certificate of Independence 0,15255 R2 COI Certificate Of IndePendence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15255 R2 Eaulv Equivalency Of Standards.odP Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRNoH... 1/7/2016 'Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 12/11/2015 Date Validated summary of Products yy (!Go to Page i�Y `M Pagel/20 0 `FL# Model,Number or Name Description .15255.1 Ia.Fiberglass Door 6'8 Single Opaque'Impact"Fiberglass Door-Outswing Configuration X) [ Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 11 INST 15255.1.0f 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 O[ INST 15255.1 for Design Pressure Ratings,any additional Fi 15755 R2 AE EVAL 15255 1 odf ons, Ilation Instructions and product particulars. Created by Independent Third Party:Yes 15255.2 b.Fiberglass Door 61 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO; 0X0 rnffftrffUse Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 11 INST 15255.2.006 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 15255.2 for Design Pressure Ratings,any additional FU5, 55 R2 AE EVAL 15255 2 odf use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 11 INST 15255.3.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 15255.3 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255 3 odf use limitations,Installation Instructions and product particulars. Created by Independent Third Party;Yes 15255.4 tl.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Impact" j Sidelites-Outswing Configurations(XX;OXXO Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15.7255 92 11 INST 15255,4.0df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant;Yes Created by Independent Third Party:Yes 0000 Design Pressure:N/A Evaluation Reports • • € Other:See INST 15255.4 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255.4,odf • • 0000 000000 use limitations,Installation Instructions and product particulars. Created by Independent Third Pa :0fes • • • • 15255.5 Ia.Fiberglass Door 6'8 Single Glazed"Impact' Fiber lass Door-Outswin Con alwo• X • Limits of Use Installation Instructions •1,6 •••• • Approved for use In HVHZ:Yes FL15255 R2 11 INST 15255.5.00f •••••• • • • Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 660000 Impact Resistant:Yes Created by Independent Third Party:Yes••• •••• • • FI Design Pressure:N/A Evaluation Reports • • • • Other:See INST 15255.5 for Design Pressure Ratings,any additional 15x5 R2 AE EVAL 15255.5-00f 0006 sea* ••0••• use limitations Installation Instructions and product particulars. Created by Independent Third Party:&Yos•••• ••• • 00000 15255.6 P.Flberglass Door 6'8 Single Glazed"Impact"Fiberglasspio fW "Impact"Sidell VP •••••• Sidelites-Outswing Continuous Head and S 11 Configurations(OX or X0; • 0X0) 000000 • 1 • Limits of Use Installation Instructions • Approved for use In HVHZ:Yes FL15255 R2 11 INST 15255 5 odf • • • • ••••• • 0000•• Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.63409 • • • • [ Impact Resistant:Yes Created by Independent Third Party:•f�•• •••• •••• Design Pressure;N/A Evaluation Reports • • • Other:See INST 15255.6 for Deslgn Pressure Ratings,any additional FL15255 R2 AE EVAL 15255.6.odf •• • use limitations Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.7 g.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or E Sidelites-Outswing Configurations OX or X0;0X0 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 11 INST 15255 7 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 E Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.7 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255.7.odf use limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 115255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact" Sidelites-Outswing Configurations XX;OXXO) `.Limits of Use Installation Instructions I Approved for use In HVHZ:Yes FI,11755 R2 lI INST 15255.8.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 15255.8 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255 8 odf use limitations,Installation Instructions and product particulars. Created by Independent Third-arty:Yes 15255.9 i.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing EI Configuration X Limits of Use Installation Instructions Approved for use In HVHZ:Yes F"5255 R2 11 INS f 15255 9 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Deign Pressure:N/A Evaluation Reports Other:See INST 15255.9 for Design Pressure Ratings,any additional FI 15755 R2 AE EVAL 15255 9 odf use limitations,Installation Instructions and product particulars. I Created by Independent Third Party:Yes 15255.10 .Fiberglass Door https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRNoH... 1/7/2016 Florida Building Code Online Page 3 of 4 618 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact" Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations OX or XO;OX0 Limits of Use Installation Instructions ( Approved for use In HVHZ:Yes FLIS255 R2 11 INST 15255.10.odf ! Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255.MOW use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes `:15255.11 k.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact" Sidelite or Sidelites-Outswing/Inswing Configurations(OX or X0; OXO Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL152555 R2 II INST 15255.11.o0f Approved for use outside HVHZ:.Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.11 for Design Pressure Ratings,any additional FL15255 R2 AE_EVAL.15255.1.1.odf use limitations,installation Instructions and product particulars, Created by Independent Third Pa :Yes 15255.12 I.Fiberglass Door 61 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- Impact'Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 11 INS'[1.�255.12.odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.12 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255,12.00 €use limitations,Installation Instructions and product particulars. I Created by Independent Third Party:Yes 15255.13 m.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration X [Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 11 INST 15255.13.0df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any additional FL15255 R2 A€ EVAL 15255.13.odf use limitations,Installation Instructions and product particulars. I Created by Independent Third Party:Yes 15255.14 In.Fiberglass Door 618 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact" Sideilte or Sidelites-Outswing/Inswing Continuous Head and SIII Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 I( INST 15255.14.0df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.14 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255.14.p,orr use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 0006 15255.15 0.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Doi with"Non-Iy se" •••••• idelite or Sidelites-Outswing/InswWg Cogfigiyrations(OX or X0; • OXO •• • • • • Limits of Use Installation Instructions • ( •••Approved for use In HVHZ:Yes FL15255 R2 11 INST 15255_d5.odf 0•• • •••••• Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.40608••• • • • ( Impact Resistant:No Created by Independent Third Party:Yes••• •••• •••• I Design Pressure:N/A Evaluation Reports Other:See INST 15255.15 for Design Pressure Ratings,any additional FL15255 92 AE EVAL 15255.15.0df• • • •••• 0000• 00900 use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes • • 15255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiber as w tour�Nqp- cor with or h € Impact"Sidelites-Outswing/Inswin nfi uratlons(XX;OXXO}• •••••• Limits of Use Installation Instructions00 • Approved for use In HVHZ:Yes FL15255 R2 11 INST 15255.16.odf ••• • • •• Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.Q409 • • • •••••• 1 Impact Resistant:No Created by Independent Third Party:Yes •••••• I Design Pressure:N/A Evaluation Reports • • • • • j Other:See INST 15255.16 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255.16.adf• • • •••••• use limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes• • •••0•• • • 15255.17 q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-OutswIngj TnswIRg Configuration X) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.17,odP Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 €Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.17 for Design Pressure Ratings,any additional FL15255 RZ AE EVAL 15255.17.udf use limitations,installation Instructions and product particulars. Created by Indep2ndent Third Pa :Yes 15255.18 Jr.Fiberglass Door S'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact" Sidelite or Sidelites-Outswing/Inswing Continuous Head and SIII Configurations OX or XO;OXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255R2 11 INST 15255.18.Odf ' Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.18 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255.18.addf use limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.19 is.Fiberglass Door 8'O Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact" Sidelite or Sidelites-Outswing/Inswing Configurations(OX or X0; OXO) �€Limits of Use Installation Instructions [Approved for use In HVHZ:Yes FL15255 R2 11 INST 15255,19.00f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.19 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 15255.14.0f ,,use limitations,installation Instructions and product particulars. Created bX Independent Third Pa :Yes i 15255.20 .Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl QRNoH... 1/7/2016 Florida Building Code Online Page 4 of 4 ? 8'0 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- m Impact'Sldelites-Outswin /Inswin Configurations XX;OXXO) € Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS255 R2 11 INST 15255.20.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Dther:See INST 15255.20 for Design Pressure Ratings,any additional FL15255 R2 AE EVAL 155 2 use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes aft ,A1 Go to Page t� VYY w Page 1/2 W Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 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 emalls 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: ® cY.hYtl: 0 wcuritym l:T si ti:i mom 8888 • • 8888 8888•• 8888•• • 8888•• • 8888•• • 8888•• • • • 8888•• 8888 8888 • • 8888 8888 8888• 6•••9• ••• • 86.09 •• •• 00 9000•• • 8888•• • • • 6 • 696• • • • • • • • •666•• • • • • 0 https://floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgv3yVVKJZI QRNoH... 1/7/2016 R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C F.O.Bos 230 Valtieo.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Pi-oduct Evaluation +!15 Product Sub Category Manufacturer Product Name Category Trinity Glass International Glazed Fiberglass Exterior Swinging 4621 192nd St.East 'Impact"Door Doors Exterior Door Assemblies Tacoma,Washington 98446 Outswing Phone 235-875-7300 Facsimile 235-875-7301 Scope. This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Trinity Glass International based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural 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 16Q,%1Z of the FBC and does not require an impact resistant covering.This product meets missile level"D"and include;Wing Zone 4'e%4gMed 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 rawp%constr4etiohe 0 ••..:. 6. Site conditions that deviate from the details of drawing FLA 5255.6 require further engineering analysis lVea licensed.engineer or registered architect. .•6 0 •••• :0000: 7. This product meets the water infiltration requirements for'HVHZ". 'ease' 'see* ••••• 8. See drawing FL-15255.5 for size and design pressure limitations. '0 0' Supporting Documents: ••'••' '•: •••••• 1. Test Report No. Test Standard Testing Laboratory 9 efid by . •• TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lnd L&Itn F.Schmidt,P.E. ***9% TEL 06-0918-1 TRS 201,202,203-94 Testing Evaluation Lab.,lnc• Weddell W.Vahty,'P.E. • TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,lnc:•VAnaell W.Homy,P.E. TEL 01370051 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.S8bwNt,:'.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. 2. Miami-Dade NOA Materials Testing 13-0129.27 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed&Sealed by No.FL-15255.5 RW Building Consultants,Inc.(CA#9813) ®� sAt,e07rra�ry9 Lyndon F.Schmidt, P.E. Calculatio Prepared by Signed Sealed by 4 Anchoring ns RW Building Consultants,Inc.(CA#9813) ��o°��- ,� y,�,1 4`��°�, Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance I,)o 43409 ;* Certificate of Participation issued by National Accreditation and Management Institute,certifying that Trinity Glass International is manufacturing products within a quality assurance program that complieds; STATE OF with ISO/IEC 17020 and Guide 53. . Lyndon F.Schmidt,P.E. 6° '•: ( �I?XV.-' FL PE No.43409 Sheet 1 of 1 °� 5/1/2015 �Aa oo` Q0 ys 9 000® .. . . .•• . • . .•• .. .. • • . .• •. • • • ••• • • • • ••• J`ttt rr r�� TRINITY GLASS N T E R N A T I O N A L • ••• • • ••• • -�:.irj Yj Z CW i Wii � M ai M ••• NffMAX.OAi•i i•• ••• 37WMAX.OA. ��rrrerritttt�` 12 Oi U N•; GLAZED FIBERGLASS I� E�D�+ ;•::I, „� � FRAME WIDTH ----� "IMPACT" DOOR �'� a � m°0. 00 OUTSWING j V wz GENERAL NOTES X Z o oz 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building c Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shag be as listed and spaced as shown on detains.Anchor embedment to base O material shall be beyond wag dressing or stucco. OO 'o 3. When used in the"HVHT'this product compiles with Section 1626 of the Florida Building Code and �2 a o_ a does not require an impact resistant covering. m 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product / G compries 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 / a 1609.1.22 of the FBC. N N Z 5. For 2x stud framing construction,anchoring of these units shag be the same as that shown for 2x 9 g buck masonry construction. Fl 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a kensed engineer or registered architect. DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE Z 7. This product meets water Infiltration requirements for"HVHT'. a W � TABLE OF CONTENTS . MAX' DESIGN PRESSURE(PS17 < �¢ SHEETS DESCRIPTION F GLASS "' m 1 Typical elevations,design pressures&general notes SiMNG DIMENSION TYPE POSiTTi/E NEtaATlVE z 2 Door el details and lazing details OUTSWING, G7,G2 rA,rE 02/27/72 3 Door pan details and glazing details In (RECTANGULAR] 3750"x80.75" 8,G3 +(Q,0 "b0.0 N.T.S. iE 4 Horizontal cross sections M,BY: JK m �a 5 YefticaI cross sections OUTSWING 37.50"x 80.75" G1,G4 +75.0 -75.0 �a 6 Buck and frame anchoring (OVAL] DRA BY.. LFS 3 7 Components 8 oHnvnric Ho.: E Bill of materials F!—15255.5 " 0 SHEEP L OF $ N f . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 35.75'MAX • • 00: •• • •• o 'N%% II-4( PANEL WIDTH G3 G2 Gt • • ••• • • • •• • �� • • • P• • • ••PVC STILE CAP �' PVC STILE CAP EXTERIOF� • • i�MM�BLi"'K • • • �Q�'�• •: 21.0" • • • • • • L1I STILI MAX.D.LO. 1 •• • • ��t►t/1•lll'• zIV W Z 2 • • • • • • • • �N 1.68' - SEE DE(AIL 2 INTERIOR •• • • • • •• p• 0 2"y v i 1 S z �48' 1.66"- `� 0.32 HORIZONTAL CROSS SECTION u m g c w O i SEE HARDWARE 2 TOP Ra m a a 2 = O CHART STRUCTURAL SILICONE LVL/COO MP. w c r1 4 POLYURETHANE (TYP.4 PLCS.)SEE E o Z X FOAMED FIBERGLASS OPTIONS BELOW A3 .S'GLASS BYTE p�7 ni lid z YARN 1"O.A.THK GLASS 'a O o U REINFORCEMENT 1/8"TEMPERED 63 G2 G1 GLASS SEE DETAIL 1 AIR SPACE z a — 1/B"ANNEALED EXTERIOR INTERIOR / GLASS 0.090"PVB INTERLAYER DETAIL2 FIBERGLASS DUPONT BUTACTTE OR CAPSTONE #8X1-1/8"SELF SKIN THREADING SCREW 118 ANNEALED og STRUCTURAL SILICONE C'� EXTERIOR INTERIOR �� w o¢ N )TVP.4 PLCS.)SEE PVC/ALUM.OR POLYPROPYLENE/ALUM. OPTIONS BELOW COMBINATION GLAZING SPACER 2 A3 S"GLASS BYTE Gz GLAZING DETAlL a �m N DOOR PANEL I"O.A.THK GLASS g3*8L ,�GLASS BYTE Full Ute GLASS STRUCTURAL STRUCTURAL SILICONE1"OA THK GLASS } C'� )TYP.4 PLCS.)SEE 7 Apt SPACE OPTIONS BELOW PERED to GLASS N #8 X 1-1/8"SELFAIR SPACE z 1/8'ANNEALED GLASS THREADING SCREW w N #8 X 1-1/8 SELF 0.090"PVB INTERLAYER 1/8"ANNEALED GLASS c G DUPONT BITTACITE OR CAPSTONELVLTHREADING SCREW I/8"ANNEALED GLASS 0.090"PVB INTERLAYER RAIL ALUMINUM&BItIYL DUPONT BUTACITE SPACER SYSTEM ALUMINOR CAPSTONEw6LAZRVGDETAlL SPA1/8"ANNEALEDGLASS m NX a w F GtazrNG DETAR PVC g 1 1.5" COMPOSITE o 'm v" �'I 1�� — BOTTOM RAIL j f �z o ,lei r DATE:02/27/12 i Gry� I HART*. s N.T.S. ° a ;10M.BY. JK m' MANDFACTURER MODEL 2a VERTICAL CROSS SECTION CHK.BY: LFS 3 L _ d = 2 Daawmc NO N FLUSH GLAZED FRAME KNOB: SIGNATURE SERIES FL-15255.5 MAHOGANY LITE FRAME KWIKSET n DETAIL i a3 q�or PC A qg or P ASA DEADBOLT. SIGNATURE SERIES(980) s r 2 of 8 o' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 35.75 MAX G4 G3 G2 Gl ••• •i .0. ••� LVLVj ••• PANEL WIDTH PVC STILE CAP EXTE jOC i • !•OCK SLOCR • -�� PVC STILE CAP A. 15.50 • • • • • • • • ��: M MAX.D.L.O. ••• g a; gs tlf �- � I •• • • ��ttttrt*I • • • • • • • • I 0•p � r UN•; SEE DETAIL 2 INTERIOR•• • • • • • •• •• 1.66" D 3 0.32' 1 N 2.48" $n g Ec g m c w o SEE HARDWARE HORIZONTAL CROSS SECTIO a 9 0 0 a m X CHART 3 < m a a v d y � E v°Z S"GLASS BYTE o 5 B3 A3 BUTYL o a �— SEE 1"O.A.THK GLASS Po r DETAIL 1 1/8"TEMPERED GLASS z as T - AIRSPACE � �� ci R DECORATIVE INSERT TOP RAIL AIR SPACE LVL/CO&V m 1/8"ANNEALED GLASS N a MW PVB INTERLAYER Z o0 Et DUPONT BUTACITE OR CAPSTONE M o a z STRUCTURAL SILICONE 1/8"ANNEALED GLASS o 2 OPTIONS BELPLCS.OW EE ALUMINUM G4 G3 G2 Gl a 3 � GLAZING DETAIL DOOR PANEL POLYUREIHANE Ovd Qte FOAMED G z� FIBERGLASS z YARN S V R13NFORCEMENT EXTERIOR INTERIOR N Ln V W Ir F- DETAIL 2 RBERGLASS i 8n SKIN LVL RAIL w i -i PVC o m v" HARDWARE CHARt ". COMPOSITE z �tRAIL o ' unh 02/27/12 i MANUFACTURER' MODEL _u Scan: N.T.S. 9 STRUCTURAL SILICONE OPTIONS; uwo.BY: JK m' �a SILICONE BY CAPSTONE(4PL( KNOB: SIGNATURE SERIES CHK BY. LFS KWIKSEI DOW ggSSTRUCNRALSWCONE DEADSOLT.SIGNATURE SERIES(M) SILICONE BY DONGYANG SILICONE CO. 2 VERTICAL CROSS SECTION im"a 3 FL-15255.5 o DETAIL 1 SHEET 3 OF 8 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • ••• • •• ,►kji q / • • •• • • 1_ M •• • �� ►c // i 2 • • • • • e. J • • • "� a 1 2 3 F C :y z • • • • • ��3''•..........• e� o • • • • 0°. 1111 11►► O m z 1 / •• • • • • • • ••° ti p 1Z°-4 v $ - z o 4 INTERIOR 12 °° g S o r a "� maa� 0 X o 2 ° 00 vO 4 £a z EXTERIOR �, v 23 M A U m U E 3 HORIZONTAL CROSS SECTION —z z 11/4'MIN 4 Shown w/iXsub-buck 1-1/4"MIN. o N a EMB.(iYP.J3 4 EMB.(TYP.) o L 5 5 L a C O.iS CS K C m C'SINK PYP•J ITYPJ 1 2 3 1 2 314 a INTERIOR INTERIOR ° G ° 12 40 40 12 o � N v° q a n � m ° � Z EXTERIOR EXTERIOR 2/27/12 z D B 24 18 26 23 64 B D N.T.S. 9 f E Mm.BY: JK m' p cwt.er: LFS 3 E2 HORIZONTAL CROSS SECTION MAW=NO- � 1 HORRQNTAL CROSS SECflON N 4 4 FL-15255.5 0 SHEEN 4 OF $ ' J Qtr r c . ... . . ... % .. % .. . . . . . . • . . . . ... . . . . ••. • • •• • • • •• •00 .•O��I D • • • • • • • • • �: °'�+ w • • • • • • • • • ` 4 "(j M E a a • ••• • • ••• • =V * ;ON � �•�° iL'a, o d 4 v o e1 a �O �•'•.... ..• •• i i i • • •' • °0 Do s��<<rrtr tt ��\\\\ o C;;z L . . a • ` � nN.. z . . . . • • �so so � , v a xz°� 5 0 IL t m dad 40 `OZ �w 12 Ea 12 e^zn F 1 2 3 � z o V t✓ � � EXTERIOR INTERIOR 1 2 3 EXTERIOR INTERIOR 40 zEn Ln 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 5 $ Shown w/iX sub-buck Z 0 V D: � O w v O > R no G EXTERIOR INTERIOR EXTERIOR a U) w O 40 12 12 251✓ 27 p p m a e w z d °° ° ° e e e ° ° a d DATE 02/27/12 z 11 € 4 VERTICAL CROSS SECTION SCALE MTS. 9 g3 VERTICAL CROSS SECTION 5 outswing a dx m 5 Outsving SRI-high dam cwc.BY.. LFS 3 DRAWING NO.: � FL-15255.5 N c SHEEP 5 OF $ N d . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... SEE HINGE • • • ••• 6"asps ``O`�t�tt t t rt��''i DETAIL 1 • • �. •,•„• • • • •• J�®'�: ' �o.E'� � 4 ° a 1 • Wtj * i Ez4m _ G ZOO` O0 �iy"• TYP.HEAD •• i •F •X�UOIC•• • ••• �rrttt*�t t�`� Z za z AND JAMBS • • • • • i • • • \ a z°d s' •TYRt HEAD . . ii .—.� \, s Q 9 m c w AND JAMBS v 2X BUCK ti 2X BUCK 2'j a / 5 a a ° 4 6u�i, E 'C"O z DOOR 22 d FRAME O _ ^O 1 64 2X BUCK �–i SEE MASONRY M 1X BUCK i2 �z MASONRY HINGE c OPENING DETAIL OPENING m Q= ( w U �n y zd TYP.SILL m Po 23 a STRIKE PLATE DETAILtp m te BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB rn CONCREMANCHORNOTES: Masonry on w o N 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2.Concrete anchorlocations noted as MAX.ON CENTER"must be adjusted to F maintain the min.edge distance to mortar joints,additional concrete anchors a may be required to ensure the MAX.ON CENTER"dimension are not exceeded. J 2X BUCK J 2X BUCK 3. Concrete anchor table " z a MIN CLEARANCE MIN.CLEARANCE H 1X BUCK H 1X BUCK w a 'ANCHOR ANCH..0 MIN • TO 4SONRY TO ADJACENL?. o¢ f R TYPE SfZE` EMBEDMENT EDGE ANCHOR ,. 26 26 M .. ~ C Z 2 p TAIPCON® 1/4" 1-114" z" 4" 24 24 DaE o2/27/12 z ELCO ® 1/4" 1.1/4" 1" 4" 18 18 SCALE: N.T.S. 9 ULTRACON DoE By: JK m' TTW o 1-1/4" 3" 1.1/2" TAPCON I cwc.BY. LFS 3 a WOOD SCREW INSTALLATION NOTES: HINGE DETAIL I HINGE DETAIL 2 DPAYAW Wo.: 1.Maintain a minimum 5/8"edge distance,Vend distance,&I"o.c.spacing of FL-15255.5 " woad screws to prevent the splitting of wood. $HEFT 6 OF 8 s . • ... . . . ... . . . . . . . . . . . . ... . . . . ... _{r ••••••• •i•••i••• •i•••i• i••••••• •i•••• •••••4� �'.��,j`�`�`'�t•t.t,o�t, lift ••• •• • • • •• • 4.5z uiy i.LLLL� oV, 0oc ww�m0 0aoo1 2 3 •.1"I'mi U N • • • •• x12 2.38Eg cw '6 wANDJAMeS19 ma 8 4o° Ez R ci J 2. 8 In ltJ II '-j • I � m a tom—2.4,V ° _ w Q O a C 4 U HEAD AND JAMBS 0 I o $ Composffe PVC Base o w/Hberglcw Wrap o a a O WUKEY,RIGHT Y 4S6" SILLKEY UiFT SONE:NOW �'m SCAtE NOW LL � t0 y 4.56" 4S6" z 2.44" �^ � � N u HEAD AND JAMBS $ PVC o 0 0 o 10� 00 � a S' z z a d 8 uj N a 4.58" 4,57 tl L D AfLS o 19 optional z ZD 'B I •- a DATE-02/27/12 Z ry � scAtE: N.7.S. ° aWG.ev: JK m' CHK.BY. LFS 3 ? OtASMtlNG THRESHOLD 27 NG THRESHOLD DRAWING No.: N H{gh N FL-75255.5 • y SHEET_L OF S w rl . • ••. . . . ... .. .• . • . .. .. . . . • . • . . . . . • • •• 0 Go 00 • • .• • •• �: d . xn BILL Of MATERIALS • • • ••• • ITEM# DESCNFWN MATERIAL 'to A 1 X BUCK SG>=0.55 WOOD %d-., g .Qp: S to B 2X BUCK SG>=0.55 WOOD • • .........••• t!ns; i•i ••i ••• ••• C 1/4"MAX.SHIM SPACE om•• •• MzD 1/4'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL • •• v N MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI • • • • • • • • • o -z°� E CONCRETE•• • • • • • ••• •• =o Z A ASTM C90 c w 301 OR HOLLOW BLOCK CONFORMING TO \ F 114'X 3.3/4"PFH ITW CONCRETE SCREW STEEL `t 4 g,* 5 a 0 jL H 1/4"X 3-1/4'PFH ITW CONCRETE SCREW STEEL l , J #9 X 2-1/4"PFH WS STEEL =Z° L #8 X 2-1 IT PFH WS STEEL c w M 3/16'X 3-1 le PFH ITW CONCRETE SCREW STEEL j e P 1/4"X 2-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD 2 IJAMB PVC 3 JAMB FIBERGLASS/COMP w 8 #6 X 1-114 PFH DRYWALL SCREW STEEL 12 WEATHER STRIP QEBD650 Q-LON J 18 3.983"X 41r HINGE MIN 0.098'THICK STEEL " 19 SILLKEY PC/ASA m 22 DEADBOLT STRIKE PLATE STEEL 'IF o 23 STRIKE PLATE STEEL o s 24 #9 X 5/8"PFH WS STEEL a 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. w 26 #9 X 1.0"PFH WS STEEL m 27 OUTSWING THRESHOLD ALUMINUM Wl COMPOSITE SUBSTRATE ALUM./COMP. G 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS m 64 #8 X 7 PFH WOOD SCREW STEEL cn0 N z 6 0 O U � � N O FW- a z a m Z v DAM 02/27/12 °a SCAM N.T.S. 9 MG.BY, JK a m >a M*t BY.. LFS 3 ORAWWB N0--- FL—15255.5 O:FL-15255.5 " N 1R SHEE! $ OF $ � v