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Home My WebLink About207 Sir Lawrence Dr (3)CITY OF SANFORD BUILDING & FIRE PREVENTION D AUG ' 2016 PERMIT APPLICATION Y. Application No: 2`a Documented Construction Value: $ r'_21? —' Job Address: Sic LG.,1 ceee- ibr . Historic District: Yes No Parcel ID: W -- '-2.)0 r S 6( - ow •-cq:16 Residential Commercial Type of Work: New Addition 0 Alteration Repair Demo Change of Use Move Description of Work: NVC 1 In IrP.l( cc Plan Review Contact Person: Phone: Fax: Title: Email: V yip C J C S Property Owner Information Name C(-bp i c,,_ Phone: (L.o7) , °- ar Street: % S,(- j .CkyjelnCP . Resident of property? CS : C City, State Zip: ZrnIaA N_-L_- 1277- Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. r Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of er get Date Signature of Contractor/Agent Date U 'xx a Print Owner/ is Nam Print Contractor/Agent's Name ture f of Florida Date Signature of Notary -State of Florida Date Notary Public - State of Florida My Comm. Expires May 21, 2018e; t, :' Commission # FF 125242 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Buildingi Electrical d Mechanical Plumbing% Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Jo ram^ s01;1.. APPROVALS: ZONING: - UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 1Z fS L Per variance granted on June 2, 2016 ok to construct addition in rear of property. Rear setback reduced from twenty to ten feet for existing enclosed porch. Revised: June 30, 2015 Permit Application SCPA Parcel View: 10-20-30-501-0000-0820 Page 1 of 2 Property Record Card fl vfdJonmoe,CFA Parcel: 10-20-30-501-0000-0820W$-Pa ' I Owner: AYALA JORGE srhCNOU.COUNW,PLOM' Property Address: 207 SIR LAWRENCE DR SANFORD, FL 32773 Parcel Information ' Value Summary Parcel 10-2 0-30-501-0000-0820 Owner AYALA JORGE Property Address 207 SIR LAWRENCE DR SANFORD, FL 32773 Mailing 207 SIR LAWRENCE DR SANFORD, FL 32773-5911 Subdivision Name GROVEVIEW VILLAGE Tax District St-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2009) Legal Description LOT 82 - — GROVEVIEW VILLAGE PB19PGS4TO6 Taxes 2016 Working Certified Values 12015Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 122,827 106,815 Depreciated EXFT Value Land Value (Market) 25,000 20,000 Land Value Ag Just/Market Value'" 147,827 126,815 Portability Adj Save Our Homes Adj $49,568 $29,239 Amendment 1 Adj P&G Adj $0 $0 Assessed Value $98,259 $97,576 Tax Amount without SOH: $1,505.59 2015 Tax Bill Amount $924:78 Tax Estimator Save Our Homes Savings: $580.81 TRIM Notice Help , Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 98,259 98,259 0 Schools 98,259 25,500 72,759 City Sanford 98,259 50,500 47,759 SJWM(Saint Johns Water Management) 98,259 50,500 47,759 County Bonds 98,259 50,500 47,759 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 12/1/2007 06934 0232 100 No Improved QUIT CLAIM DEED 5/1/2006 06256 0531 100 No Improved WARRANTY DEED 5/1/1993 02590 0129 62,000 Yes Improved TAX DEED 10/1/1987 01897 1653 17,000 No Improved CERTIFICATE OF TITLE 8/1/1981 01350 69.1 100 No Improved WARRANTY DEED 12/1/1980 01313 1324 230,800 No Vacant Find Comparable Sales a Building Information Is Bed/Bath count incorrect? Click Here. Description . Fixtures I Bed I Bath I Base Area Total SF Living SF EA Wall I Adj Value I Repl Value Appendages http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=10203050100000820 8/18/2016 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) 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 1, as the owner of T the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 1 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. 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 a contractor is required by law to be j) licensed in Florida and to list his or her license numbers on all permit and contracts. 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 own 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 in 1 year after the construction is complete, the law will presume that I built or substantially improved it j for sale or lease, which violates this exemption. IAL/ I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual 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 Aemploy have the licenses required by law and by city ordinance. I understand that it is a frequent practice 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 her 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. v I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed 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 laws may subject me to serious financialt [A risk. Rev. 9.14.2009 ro l AU; i82016 BY. i I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements 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. I am of aware of construction practices and I have access to the Florida Building Codes. 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, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for n y more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address 7 listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed 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 property licensed and the status of the contractor's workers' compensation coverage. Property Address:_z 262,? S//,:? I, _ ak , do hereby state that I am qualified and capable of performing t e requested construction involved with the permit application filed and agree to the conditions specified above. r,I l re of Owner -Builder Form of Identification / " -- Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition . to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 Revision Response to Comment City of Sanford ding & Fire Prevention w 1 vsion Ph! 07. 88' 5150 Fax: 407. 8'8!5152 DEC 6 2016 Email: building@sanfordfl.gov Permit # 1 " S 3 Submittal Date Project Address: Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building Fax: General description of revision: ROUTING INFORMATION Approvals lf12-13 • f CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2353 Date: December 6, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: viyari a-(,hotmail.com Project Description: Residential Addition (Sunroom) Job Address: 207 Sir Lawrence Dr. The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. 2°d PLAN REVIEW COMMENTS: Original Comment 10. Please provide two (2) copies of Florida Product Approval and corresponding manufacturer installation instructions for the following products that will be installed: windows, window mullions, exterior door, soffit, roofing underlayment, roof covering material. FBC 107 2nd Plan Review Comment This comment has not been answered. Either Florida Product Approval needs to be provided for the windows, window mullions and exterior door or a signed & sealed engineer letter is required certifying the installation of the windows to meet current wind speed. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Respectfully, Steve Fiorey Residential Plans Examiner 1- Revision City of Sanford Response to Comments RECEIVED Building & Fire Prevention Division O C T 0 4 2016 Ph: 407.688.5150 Fax: 407.688.5152 4 Email: building@sanfordfl.gov BY: U— _ Permit # 16 2; 5 Submittal Date y0 LI-1 l Project Address: S =' W Sf- f\C C- O V Contact: J6Zi-O Ph: 6 22 3 2 LAckI6 Fax: Email:\Ya e ' Z`Cn-ce (-n` Trades encompassed in revision: qr'Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION Approvals Building & %: 0- n-( CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 1300 M. PARK AVENUE SANFORD,r FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2353 Date: September 1, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: viyari(a,hotmail.com Project Description: Residential Addition (Sunroom) Job Address: 207 Sir Lawrence Dr. The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The plans title the addition as a "Sunroom." In accordance with FBCR R301.2.1.1.2.2, the designer or property owner must classify the Sunroom Category. FBC 107 J2. The sunroom is required to be equipped with arc -fault protected receptacles, in accordance with FBCR E3902.12 & E3902.13. Please address on the electrical plan. FBC 107 3. The sunroom is required to have receptacles spaced so that no point measured horizontally along the floor line of wall space is more than 6 feet (6'-12' rule), in accordance with FBCR E3901.2.1. Please revise the electrical plan accordingly. FBC 107 4. A wall -switched lighting outlet is required outside the exterior door of the sunroom, in accordance with FBCR E3903.3. Please revise the electrical plan accordingly. FBC 107 5. The receptacle located at the countertop/sink is required to be GFCI protected, in accordance with FBCR E3902.7. Please revise the electrical plan accordingly. FBC 107 6. The receptacle on the exterior of the sunroom is required to be GFCI protected, in accordance with FBCR E3902.3. Please revise the electrical plan accordingly. FBC 107 1- 7. Please provide the roof pitch for the sunroom on the plans. FBC 107 8. Please provide an exterior opening header detail on the plans addressing header size, header support studs and structural connections. FBC 107 9. The sunroom is considered conditioned space and is required to be heated/cooled. Please provide a method of heating/cooling the sunroom on the plans. If tying into existing ductwork, please provide size of new duct and register sizes. FBC 107, FBCR R301.2.1.1.2.2 10. Please provide two (2) copies of Florida Product Approval and corresponding manufacturer installation instructions for the following products that will be installed: windows, window mullions, exterior door, soffit, roofing underlayment, roof covering material. FBC 107 11. The Typical Wall Section calls for 5/8" plywood while the Roof Sheathing Notes calls for 19/32" plywood. Please clarify and revise. FBC 107 12. The entire home is required to be equipped with smoke alarms, located as required for new construction. Please place a note on the signed/sealed plans addressing this. FBC 107, FBCR R314 Incomplete review based on the missing and inconsistent information** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey(a)sanfordfl.gov . Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Morey Residential Plans Examiner 2- LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date:/S, 2d1j-' I hereby name and appoint: (l/ j Ai./ G an agent of - Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): ED" The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Signature of License Holder: STATE OF FLORIDA ' COUNTY The foregoing instrument was acknowledged before me this/may o 200j/,, , bye t/ p 4/ who is personally known to me or who has p oducedC__ identification and who did (did not) take an oat tgnatur Notary Seal) oS-\7G c. Print or Notary Public - c Commission No. My Commission Rev. 08.12) LISA ANTONINI Notary Public - State of Florida Uy Cortmr. Expires May 21. 2018 commission # FF 125242 as Page 1 of 1 https://www2.citizenserve.com/Admin/WorkOrderpocuments?Action=V iewDocument&D... 7/27/2016 Page 1 of 1 https://www2.citizenserve.com/Admin/WorkOrderpocuments?Action=V iewDocument&D... 7/27/2016 Page 1 of 1 https://www2.citizenserve.com/Admin/WorkOrderpocuments?Action=V iewDocument&D... 7/27/2016 Page 1 of 1 https://www2. citizenserve.com/Admin/WorkOrderpocuments?Action=V iewDocument&D... 7/27/2016 https://www2.citizenserve.com/Admin/WorkOrderpocuments?Action=V iewDocument&D... 7/27/2016 Page 1 of 1 74 Paz, r https://www2.citizenserve.com/Admin/WorkOrderpocuments?Action=V iewDocument&D... 7/27/2016 Page 1 of 1 https://www2.citizenserve.com/Admin/WorkOrderpocuments?Action=ViewDocument&D... 7/27/2016 Page 1 of 1 https://www2.citizenserve.com/Admin/WorkOrderpocuments?Action=V iewDocument&D... 7/27/2016 Print Screen Page 1 of 2 a start new search 4 (6-10 of 36) 16=00034b 207 East 11TH Street 10-000260 207 Palm Place 10-000203 207 Borada Road 10000006 207 Sir Lawrence 15= 001013 207 SIR LAWRENCE Drive Home My Activities Create Search Reports Support Center Administration Logoff Code Compliance Case 9 d dt In File #: 15-001913 • 207 SIR LAWRENCE Drive SANFORD FL 32773 fence no permit, pouring slabs in rear yard, no permits t '` History Contacts Activities Documents Violations EDIT: Activity Type J Assigned By u I I Assigned To u ssigned ue omplete Status V- File Reinspection Patti Monhollen Patti Monhollen 07/21/2016 08/22/2016 ill I) ADD: Activity Address Alert Reinspection Patti Monhollen Patti Monhollen 06/21/2016 07/25/2016 07/21/2016 Category letter was returned today, will go by and hand deliver new NV Contact Document Email Notice of Violation Patti Monhollen Patti Monhollen 07/21/2016 07/21/2016 07/21/2016 Letter Note Route Violation Notice of Violation Patti Monhollen Patti Monhollen 06/21/2016 06/21/2016 06/21/2016 I REPORTS: Custom Detail Summary 11 lrl u Reinspection Patti Monhollen Patti Monhollen 05/19/2016 06/20/2016 06/20/2016 is Spoke with Jordan and they applied for variance and were approved for addition on rear. Had to remove back porch and concrete from yard which he states that they did. All that's left now is for them to pull permits for addition. Will send them another letter out giving them 30 days to complete permit process. Reinspection Patti Monhollen Patti Monhollen 04/25/2016 05/19/2016 05/19/2016 19 They have applied for a variance, will work with them on time. Reinspection Patti Monhollen Patti Monhollen 02/22/2016 04/25/2016 04/25/2016 in Working with planning, place out 30 days Reinspection Patti Monhollen Patti Monhollen 01/05/2016 02/22/2016 02/22/2016 12 Have agreed to 60 days for getting planning paperwork turned in and started. Notice of Violation Patti Monhollen Patti Monhollen 01/11/2016 01/11/2016 01/11/2016 in Information Patti Monhollen Patti Monhollen 01/11/2016 01/07/2016 01/07/2016 https:// www2.citizenserve.com/Admin/PrintScreen_Page.j sp 7/27/2016 Print Screen Page 2 of 2 went out to neighboring property and they have added onto home in rear without permits and continue to add on. Revising NV to show all violations. Inspection Patti Monhollen Patti Monhollen 12/22/2015 01/05/2016 01/05/2016 In Owners called and they are working with Planning, they need to get survey of property for permit process, will extend out 30 days. Notice of Violation Patti Monhollen Patti Monhollen 12/22/2015 12/22/2015 12/22/2015 ID Inspection Patti Monhollen Patti Monhollen 12/08/2015 12/22/2015 12/22/2015 19 no permit pulled as of today for fence or slabs Courtesy Notice Patti Monhollen Patti Monhollen 12/08/2015 12/08/2015 12/08/2015 19 Inspection Patti Monhollen Patti Monhollen 12/08/2015 12/07/2015 12/07/2015 In White vinyl privacy fence installed, no permit pulled, also complaint of pour concrete in rear yard, cannot view this but will site in courtesy letter also. https://www2.citizenserve.com/Admin/PrintScreen—Pagejsp 7/27/2016 REQUIRED INSPECTION SEQUENCE IRP9 i G - 74153 Address: 1I'1 Sit. LAujPix1CJ?- 'bt BUILDINGDING PERMIT Min Marx Ins ection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell a Sheathing - Walls Sheathing - Roof j Roof Dry In Frame Q Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock 30 60 Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICAL PERMIT Min Max Ins ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final w4 Min Max Inspection Descri tion Q Plumbing Underground Plumbing Sewer O Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min I Max T -Inspection Description Mechanical Roug Mechanical Final Min I Marx I Insvection uescrip fton Gas Underground Gas Rough Gas Final REVISED: June 2014 BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT- 82, GROVEVIEW VILLAGE, ACCORDING TO TFit PLAT THEREOF, AS RECORDED IN PLAT BOOK 19, PAGES 4, 5 and 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. RECORD COPY 1 LOT 81 BB S90'00'00'W 109.94' (M) PROVED P I I LOT 74 I I I LO' LOT 73 v Q rn O n s io O O O O M to 0.2' ON IND IX MNoIa. LOT 72 Per variance granted on June 2, 2016 ok to construct addition in rear of property. Rear setback reduced from twenty to ten feet for I o existingo enclosed porch. o z I LIB(i. ULF I z ND.• 'a6 Al LEGE DELTA/CENTRAL ANGLE 1 d OO = DESCRIDED - 0/- DOING BUSINESS AS A/C - AIR CONDITIONER t D.E. - DRAINAGE EASEMENT Be BEARING BASIS D.U.E. = DRAINAGE & UTILITY M C = CALCULATED CH CHORD EDP = EDGE OF PAVEMENT, CB = CHORD BEARING EOW = EDGE OF WATER 7F = FIELD CBW = CONCRETE BLOCK WALL Ff ELEV =FINISHED FLOOR ELEVATIONC.I.I. CONCRETE MONUMENT CNA = CORNER NOT ACCESSIBLE 1.0. = IDENTIFICA71 f CONC. = CONCRETE I.R. = IRON ROD I.P. = IRON PIPE COV, =COVERED . L ARC LENGTH ASPHALT BRICK LS LAND SURVEYOR LB a LAND SURVEYING BUSINESS M = MEASURED a CONCRETE . PAVERS NR = NON -RADIAL O.R. c OFFICIAL RECORDS P = PLAT LINE BREAK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE a CENTERLINE PCP - PERMANENT CONTROL POINT 6 - - — RIGHT-OF-WAY LINE PI = POINT OF INTERSECTION BUILDING SETBACK LINE rO.> - UTILITY POLE n-a-o-u-c- o-n- PVC -VINYL FENCE/VF WOOD FENCE/WF SET 1/2" I.R. & CAP LB 07020 o-o-o-o-o-o—o— CHAIN LINK FENCE/CLF Q - FOUND PROPERTY CORNER CHU — CHU OVERHEAD UTILITY LINES EI = FOUND CONCRETE MONUMENT 0. - WELL ra O - UTILITY RISER ID 70NF IMF/IRUATInM. rl = P..AQ UCTcn I LOT 71 POB - POZNT OF BEGINNING POC = POINT OF COMMENCEMENT POL = POINT ON LINE PRC = POINT OF REVERSE CURVATURE PRIA = PERMANENT REFERENCE MONUMENT PSM = PROFESSIONAL SURVEYOR & MAPPER PT = POINT OF TANGENT R = RADIUS RAD = RADIAL RES. R RESIDENCES RP RADIUS POINT - R/W RIGHT OF WAY S/W - SIDEWALK uTBD - TO BE DETERMINEO` TOB = TOP OF BANK. TYP) a TYPICAL U.R. = UTILITY ROOM E q U.E. = UTILITY EASEMENT ) WM WATER METER WPP = WOOD POWER POLE NOTES: 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT, 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND CORD COPY Validator / Operations Administrator) JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantola AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/LS.2/A440-08 R-PG50-1219x1956 (48x77)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TILT SH FRAME SASH JELD-WEN Windows & Doors 9795 PVC)(O/X)(OG)(INS GL) 1219 mm x 1956 mm 1168 mm x 973 mm Code: JW MODIF)(REINF)(TILT) 4'0" x 6'5") 3'10" x 3'2") ASTM) This Certification will expire October 4, 2021 (extended from October 4, 2016 per AAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2012-202 Date of Report: October 29, 2012 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: June 21, 2016 gUl(p aANFoRD A' R1TnEN 16-23 3 A4ocidLaboratories, Inc. Authorized for Certification: June 22, 2016 Tt Amen n Architectural Manufacturers Association ECEIVE: DEC 6 2016 0--' s .-1- 1- 12" O.C. MAX. THRU FIN 4" MAX. FROM CORNERS 12" D.C. MAX. THRU THRU FIN WINDOW WIDTH (48" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F. Norero, P.E This schedule addresses only the fasteners required to anchor the Reason: I am approving this document Date: 2D14.o9.Q{V V0J:b41eApp' window to achieve the rated design pressure up to the size limitations N i/ noted. It is not intended as a guide to the installation process and doesi'r-- not address the sealing consideration that may arise in different wall 2' • conditions. For the complete installation procedure, see the instructions .r % •. • j packaged with the window or go to 7- www.jeld-wen.com/resources/installation. • = www.jeld-wen.com/resources/installation. _ * * =_ D ^ > DISCLAIMER: OThisdrawinganditscontentsareconfidentialandarenottobe reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 398 , NAIL FIN INSTALLATION 1 1/2" MTN. EMBEDMENT 2 2X WOOD FRAME MIN. DISTANCE MIN. DISTANCE FOR FDGF: 3/4" 2X w v4" Max 3 FP SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION E. —]k-.—N„I,n, Fhn ,t war" 0, —q 1/4" MAX SHIM SPACE 3 MIN. DISTANCE FOR EDGE: 3/4" 2 2X WOOD FRAME 1 1/2" MIN. EMBEDMENT 1 112" EMBED JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: Caulk be—n Nailing Flange 6 Wood Opening. BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT 48 x 77 +50/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: . DATE: 07/17/2014 T-VT 3737 Lakeport Blvd DRAWN BY: SCALE: jr Klamath Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED BY: TITLE: J. Kantola APPROVED BY: Builders Vinyl Tilt Single Hung PD6P0 4 5 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET L SJW2012-202-F C BldrsVinyITSH 00 1OF4 4" MAX. FROM CORNERS 11" O.C. MIDSPAN MAX. THRU THRU JAMB Z1I 11J_K 11 WINDOW WIDTH (48" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. MIN.DI5TANCE FOR EDGE 3/4' 3 1 1/2" MIN. EMBEDMENT 1/4" MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION CE 1 1/2" MIN. MBEDMENT FOR tDGE: 3/4' 1 112" MIN. EMI MIN.DISTA< FOR EDGE 3 THROUGH FRAME INSTALLATION JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT 48 x 77 +50/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: p0 DVezo CHECKED BY: 1 •/ 7 • 7 - 17C J. Kantola TAAr• - 10 O •. APPROVED BY: Q ••• QJ PARTkRO ECTL k cm rr-9 D 0 4 see ee_ 4 da o 7 ` eye 1SJW2012- DATE: 3737 Lakeport Blvd07/17/2014 E1SCALE: J Klamath Falls, OR. 97601 ITS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung NAME AND LOCATION: CAD DWG. No.: REV: SHEET BldrsVinyITSH 00 2 OF 4 4" MAX. FROM CORNERS 11" O.C. MAX. THRU THRU JAMB WINDOW WIDTH (48" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING MASONRY MIN.DiSTANCE BLOCK FOR EDGE'. 2 112" Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into concrete or masonry at each location with a 2 1/2" min from edge distance. For concrete min. = 3000psi) or masonry (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. d Cj, I I MBEDMENT 1/4' MAXSHIMSPACE II I. FRAME SECTION (TYP) VERTICAL SECTION 10E 1 114" MIN MBEDMENT N. DISTANCE FOR EDGE: 2 112' 1 1/4" MIN. EMBE MIN.DISTANCE FOR EDGE: 2 1/2" MA. BLC MASONRY INSTALLATION JAMB 5ECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL SINGLE HUNG Max Frame I DP RATING IMPACT 48 x 77 +50/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: r • ' 0DRAWN BY: D. Vezo CHECKED BY: J. Kantola T XT • APPROVED BY: 0 Q P r•• •• w \ PART PRO ECi No as Qtreto D6C 499 998 L0BaCh; AI _3 0" 338 IDENTIFIER No. SJW2012- 202-F Da 07/ 17/2014 3737 Lakeport Blvd TELDIWEN SCALE: Klamath Falls, OR. 97601 NTS Phone: (541) 882-3451 TITLE: Builders Vinyl Tilt Single Hung AND LOCATION: CAD DWG. No.: REV: SHEET BldrsViny 1 001 3 OF 4 4" MAX. FROM CORNERS MIDSPAN IIII THRIJMAX. JAMB THRU MIDSPAN F] WINDOW WIDTH (48" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing, use #8 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min. 18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. MIN.DISTANCE FOR EDGE: 112" Min. embedment at three threads past frame lJJ J 18 gauge min Steel Stud 1/4" MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 1/4" MAX SHIM SPACE 18 gauge min 1-1 Steel Stud 3 Min. embedment of three threads past frame MIN. DISTANCE FOR EDGE: 112" STEEL INSTALLATION 18 gauge min Steel Stud k5HIM X 3 PACE MIN. DISTANCE FOR EDGE: 112" / Min. embedment J of three threads 2 past frame JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT 48 x 77 +50/-50 1NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. v,` . • % -/ Q- •• (` 'i 1'pOA 1 f ' PROJECT ENGINEER: DATE: 07/17/2014 SCALE: NTS 3737 Lake: ort Blvdp N Klamath Falls, OR. 97601 Phone: (541) 882-3451 DRAWN BY: D. Vezo CHECKED BY: J. Kantola TITLE: T T X = DP •• , rrer'o,` 988 K& 938 qlg dab5"FL Builders Vinyl Tilt Single HungAPPROVEDBY: PART PRO ECi No D60 499 IDENTIFIER No. SJW2012-202-F PLANT NAME AND LOCATION: C CAD DWG. No.: BldrsVinyITSH REV: 00 SHEET 4OF4 398 East Dania Beach Blvd. BUILDING DROPS Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Of JELD-WEN, inc. Builders Vinyl Tilt Single Hung Window for Florida Product Approval Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certification) Windows Single Hung Builders Vinyl Tilt Single Hung Window PVC 48" X 77" Prepared For: rjli?.J).- 1 EN, ftic. 737 Prepared by •%XXIIIIIIIIII S F. ,, a t:tt t":g Florida Professional Engineer # 73778 ,.•'••• -'per Date: 08/08/2014 7i Contents: — -0 TAA Evaluation Report Pages 1 — 4 j Digitally signed by Hermes F. Norero, PA., oN i``` Reason: I am approving this document Date: 2014.09.04 17:46:06-04'00' Hermes Norero, P.E. Florida No. 73778 11% BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Windows Product Sub -Category: Single Hung Date: 08/08/2014 Report No: 3078 Compliance Method: State Product Approval Method (1)(a) Product Name: Builders Vinyl Tilt Single Hung Window 48" X 77" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SJW2012-202-FBC, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excludin8 the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SJW2012-202-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SJW2012-202-FBC for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 08o: 30 8 ReportNo: 307 014 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association (FBC Organization #CER1498). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/ WDMA/CSA 101/i.S.2/A440-08 Product Testing performed by National Certified Testing Laboratories FBC Organization # TST 9341) Report #: SJW2012-202, Report Date: 10/29/2012 Certification Agency American Architectural Manufacturers Association FBC Organization #: CER1498) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: Date: 08/08/2014 Report No: 3078 A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #8 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (SJW2012-202-FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 I F-) 149" MAX. OVERALL MOTH C(D MAX 36375" MAX. CL) SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT DA. 0 PANL -TN I MAX, E6'- B" DOUBLE DOOR WITH / WITHOUT SIDELITES FRAMIE VOPTH C) c z- P O EJ El CENEVALUNOTES '0 u 1HATRIESE IN LOGATIONS ADHERING TSU LOOA ULCING CODE AND WHERE PRESUR= QUIRF,MENIS AS I)LTERMINFD BY ASCF 7, MINIMU,A DESIGN LOADS FOR BUILDINGS AND OTH ER $_RJCTURE5, DOES NOT EXCEED ]HE DESIGN PRESSURES LISTED. C) 2 HURRICANE PRCT' - CrIVE SYS I F! (SHUTTERS) IS NOT REQUIRED ON U,PA)IJF PAN--[-',,, BUT IS REQUIRED ON GLAZED SIDELINES Li 2z 3, IN THE HVHZ. FACICRY PRIMED DOORS MUST EE PAINTED N ACCORDANCE WITH S-ECTIO'4 222C OF THE F3C, 10 IT, 4. PCLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE VEIOPFD IN OF 60 PER ASTIO E84. 1` 5, FLASTIKE-11INC OF LINE FRAMEVAfCRJAL3SjDESCRIPTIONDESIGNATIONRESJFIP F SELF CNITION TEMP ASTM 01929 740 'F > 650 F RATE OF BURNING ASTM D63I 0 77 IN/MIN TM D284 13 4% 'MOKF '7ENIly A, TM ATM DE38 7.50% DIFF cn 'j, SD - COMPA:?ATIVE TENSItE STRENGTH AFTER WEATHERING4500 HOURS XENON ARC ,'CTIICD 1 COUGLE DOOR UNIT VV/S0FLITE iy cr Amend-im to NAMcl, c I V] T celkatian CA Rev eAed ByDate Reviewed.- T L o SO) L Li 0 LL CL V) ow Ln CD Zr CD LJU n Hen( 00 LlILT-- - - SINGLE UNIT DOUBLE DOOR UNIT SINGLE f)(,() R__ UN,T SINGLE DOOR UNIT _SINGLE DOOR UNIT VV/SIDELINES DODELE DOOR UNIT WIS;DELH S ITE- u.j c-- C) LD 0 WHERE WATER INFILTRATION DERFORMANCE IS DESIGN PRESSUR- RATING ' 2EQUIR71D TO EE 157 OF DESIGN PRESSURE DA!_ 1AHLE. OF CONTENTS CONFIG -1—m—Ax-mulH INSWING OUTSW ING INSWING 0 U T Wl NO -1 x 37.5 +76.0 -76.C,) + 76 0 -76,0 / -19,0 +55,0 CALC Ts SHEET # D-SCRIPTION — 4 19.0 4" lbSc - b -:-T—qu J'u -'5' u SINS I 0 1' 55.0 Ewc. By. I FYPIC; L EIFVATIOII'-3 & GEN-RAI. NOTES 2 ORJNG LOCAIW, DETAILS OX or <C 75" - 55,0 -55.0 + 55 C -55"o +19 0 -19.0- 4 _7&O -55 D "Hl. fly OXI) - 19.0 -19 0 +55' 0 7 - t)5.o KURT BALNWOR 3 155 rll 1110R'NG LOCATIONS F)ETAILSOXXI — I5L) 0 1 4 L . __ -I- / -1— +-. / - ,, FLCRiC,4 PEING-MA-F1 O; 2B -05 SHFF7 OF 3 SEE DEFAli 3' m 0 SE-- DETAll 8 x 2-1/2" # O x 2\ §8 x 2-1/2" x f 8 x 2 112" 0 x 1 10 x 5/8 0 x 314 10 x 2 DETAIL "E" ASTRAGAL FRAME DOOR ATTACH ASTRAGAL RETAINER E30L7 DETAIL STRIKE PLATE TO FRAME DETAIL "C AS Si-6`NN. TYPICAL AddeMum to NAMI 0.962" Cerigiuwn No.: 1,375" Ramwed by NSVVIN(, [-HRLS,H0LL` OUTSWINU HRESHIOLD 6' TF F)FrAll- c .. 6 ASIR"11L REIAINIER BOLT HOLE MUST , BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1,375" THROW 0), 1 QE7A11 7" A—'IPAGAI- G (1/8" TEMP. CLASS) DOW 995_\ W1 OPTIONAL, DECORATIVE INSERT ALUM, STEEL OR BUTY: SPACER 1/2 ENE Lj 0 u ED 116 X i - 1/2' PI in, J/ 05 II DATE: 7/ I 1 SCALE DWG. BY: s"Is DOW 991- CH.K. BY INTERIQR DRAWING NO.; LXIEVIUi TYPICAL GLAZING J,-'-IA,L OWG—MA-FL)128-05 sHFF- 2 OF 5 SEE DETAIL. ATTACHMENT DETAIL 1. ANCHOR ANALYSIS E-OR LOADING COND' T IONS PREPARED. SIGNS AND SEALED BY LUIS P. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM !HE DIFFEREN 1 FASI LNERS BEING CONSIDERED FOR USE, JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/ 16" TAPCONS. A PHYSICAL SHAM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1 /2". 2. VULLIONS TO BE 2-1/2" X 4--3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNI S JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X: 2' FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE 'WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSIjAF&PA NDA FCR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1--1/2" MINIMUM EMBEDMENT. THE TAPCON MUST- ACHIEVE MINIV•UM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTIIi=RS MUST BE .ANCHORED PROPERLY TO TRANSFER LOADS IG `:FRUCTURE. 5. MINIMUM DESIGN VA! lj: STRENGTI-I OF ANCHORS 171 LBS. 3 I co I n SE-- DEIAIL v, ..D.. Silf. 2.-r, . W j LJ vi v G 3" HARF)W.ARF S(-.HFRiII _ 1. K'WIKSET SERIES 400 GRADE 3 CYLINDRICAL L.4ICrH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5--1/2' CENTERLINE. 2. 4" X 4' FULL MORTISE BUTT RING=S MAXSHM CL TYPICAL WOOD BUCK ANCHOR INSTALLATIOIN 1.25. MI•N _ _ 0.25 MAXS41M CL TYPICAL MASONRY ANCHOR INST.AI (ATION Addendum la NAMI Ceni uiion No.: P,enevad By L Da'e Reviencd-- cc Z) 0 - U 0 Q F— z rj w c Lu o F_ G 7/1l ,,)5 SCALE: N 1.S. ewG. eY: SWS C-. BY: GNAWING NO. DING-:VA-0;28-05 s¢ET .5 OF S Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Product: Single Door 3'x6'8" Scope:` This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition Fastener type: #10 wood screw NDS 2005, 11.3) side member: Douglas Fir -Larch Main member: Spruce -Pine Fir Side member thickness: is = 1.000 in Main member thickness: tm 1.500 in Side member dowel bearing strength: Fes = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Minimum required penetration: 1,330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 Design pressure: 85.0 psf I \ 7,A 79.25 A2IA2 Ai Single. Pressure away from stops: 36.38 I Ai Al 79.25 i 1 of 2 Max. Anchor Zone Area Load Ind. O.C. ResultCap .FQtY Load Zft) Ibs) in) in) Ibs) Ibs) A, 2.3 195 N/A N/A 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK besian pressure: 85.0 psf Zone Area Load Ind. Max. O.C. Anchor ResultCap. Load ftz) Ibs) in) QtyIin) Ibs) Ibs) A, 10.0 851 6.00 1 18.00 1 171 1 5 170 1 OK I i I I I/ J//// 51 _ TATE OF • ' Luis R. Lomas P.E. p • It` P •. FL No.: 62514 1/7/2010 JJllilll\ Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville. NC 27023 336-945-9695 Manufacturer: Masonite Report #: 504A Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf Al 79.25 A2 A2 Anchor Locations: I L 18.19 6.00 TYP. I 1 6.60 I 13.45 MAX. O.C. J 79.25 1 6.00 1 ' 36.38 6.00 TYP. Zone Area Zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) QtY Load Ibs) At 2.3 195 N/A N/A 171 2 98 OK A2 8.9 753 6.00 18.00 171 5 151 OK Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 R - L o 0. TATE OF A.,0RVDt ss10NAIL1E?G\ II1 Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110.01 UQ,eJoCERcF,cq o z 1955 Powis Road West Chicago, IL 60185 Certification Date: Expiration Date: 07/23/2005 12/31/2020 N Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites. EDP w/Wood Frame unless noted) Specification: TAS 201/202/203 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at ww«..Naniieertificatiou.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswin O a ue Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" 76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Sire: 3'0" x 6'8'. Anchor Detail-MA-1-1.0128-05 X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes NCII.-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-NIA-1-1-0128-05 XX I/S Opaque 6'0" x 6'8" 55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x WV/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6-0" x 6'8" 55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-1-1.0128-05 XO/OX I/S Opaque Door 6'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Sire: 3'0" x WV/Sidelite: 3'0" x 6'8" Anchor Detail-MA-171-0128-05 XO/OX O/S Opaque Door 6'0" x 6'8" 55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO I/S Opaque Door 9'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Siclelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door TO" x 6'8" 55/-55 8.25 psf Door -Yes NCI'L-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x WV/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0129-05 OXXO 1/S Opaque Doors 12'4" x 6'8" 55/-55 2.86 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maxinuun Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4" x 6'8" 55/-55 8.25 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-171-0128-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: RECORD COPY WILLIAM F. STUHRKE, Ph®, P.E. FLORIDA P.E.#22150 12215 REBECCA'S RUN DR. WINTER GARDEN, FL. 34787 407) 920-3119 CITY OF SANFORD March 10, 2017 BUILDING & FIRE PREVENTION DIVISION Jorge Ayala 207 Sir Lawrence Dr. Sanford, FL 32773 RE: [Foundation&=Saa.b_Inspect onv Residence Addition City of Sanford Permit # 16-2353 ENGINEERING INSPECTION & CERTIFICATION An addition had been built on to the rear of the Ayala Residence located at 207 Sir Lawrence Dr., Sanford, FL 32773. The addition, which had been built more than ten years ago, had been done without obtaining the required permits. A set of plans documenting the "as -built" addition was prepared and employed in obtaining a current City of Sanford Building Permit #16-2353. The owner had removed the interior wall coverings, the ceiling coverings and some of the exterior wall covering materials to permit inspection of the framing and electrical. The concrete thickened edge foundation and slab were personally inspected along with the available documentation during an onsite inspection on Thursday March 9, 2017. It was established at that time that the existing concrete thickened edge foundation and slab for the subject addition is in accordance with the plans and specifications as a part of the City of Sanford Permit # 6-2353 and further in accordance with my personal inspection on March 9, 2017 is in essential compliance with the requirements of the FLORIDA BUILDING CODE 5T" EDITION (2014) and good engineering practice. William F. Stuhrke, PhD, PE 150