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106 Country Club Dr - BR18-004596 - CEILING JOISTG NOV 2' 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D ff Application No: I —Li 5 9 Documented Construction Value: S 29,051 Job Address: 106 Country Club Dr Sanford FL 32771 Historic District: Yes No X Parcel ID: 35-19-30-520-OF00-0150 Residential © Commercial Type of Work: New Addition Alteration Repair X Demo Change of Use Move Description of Work: R/R Ceiling joist Plan Review Contact Person: Phone: Fax: Name Cynthia Aparicio Street: 106 Country Club Dr City, State Zip: Sanford FL 32771 Name Phoenix Building Group LLC Street: 4031 Luray Dr City, State Zip: Orlando FL 32812 Name: Street: City, St, Zip: Bonding Company: N/A Address: Title: Email: Property Owner Information Phone: 321-363-1955 Resident of property? : Yes Contractor Information Phone: 407-454-0303 Fax: State License No.: CGC 1515020 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application t 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 ofthis county, and there 'may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property ofthe 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. Signatl or Ovvner/Agent Date Signatur fCoiitractor/Agent Date 011 f, !1-1, , a A Print Ubvlier/Agent's Name l610VIS JESSICA A. KENDALL MY COMMISSION # GG 065038 EXPIRES: January 23, 2021 Boded Thru Notary Public Underwriters Print Contractor/Agent's Name KATHY G. STROLE MY COMMISSION # GG 040878 EXPIRES: November 17, 2020 Bawled Tbru Notary Ptbk Undenvri m Owner Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Gr Revised: June 30, 2015 Pen -nit Application REQUMED IENSPECTION' SEQUF.,KCM Bpff- 19-LAS-R(o Adflmvmm EmInnsgeefloniDescripft Footer / Setback Remwall Fbundatimn• / Form Board -Survey Slab./Mmio S-lab-Prepour Lintel / Tie- Beata / Fill Down Ceff Sheathing 11 Walls - to S-heathing-,L Roof I Roof Dry In iFrame 210 insulation Rough In- i7irewall Screw Pattern brywall / Sheetrock r ioiiLathInspeA Final Solar Final Roof Final Stucco- /,Siding insulation Final Final Utility; Building - Final Door Final Wfncfo',w Final Screen'.Room Final.. Pool Spreen Enclose Mobile Home Building Final Pm - Demo Final Demo. Final SfngfeOit= .R-esfd-ence, Fina-I.Ruilding (Other) I JInm max I lnspe,ciflom D SCAdom Electric. Underground Footei /' Slab Steel Bond Electric Rough I I T.U.Q. Pre - Power Final Electric Final lnns2e don DescrApdolm Plumbing Underground Plumbing S6wer Plumbing Tubr Set Plumb' ingFinalMn l arc ffimsgecOom D*esEjr Mech =' Ical Rough Mechafiical. Final Mfo max Irms edio 'Des Im Gas Underground Gas Rough Gas. FinaI REVrSBD-.* JVne 20144 Contract Agreement I, Cynthia Aparicio, understand that Phoenix Building Group LLC will be doing construction at my home, located at: 106 Country Club Dr Sanford, FL 32771. I give them permission to enter my home, with my presence or knowledge, to complete the work that has been discussed. It is to my understanding that they will do the work in an orderly and timely fashion. HOME OWNER Cynthia Aparicio 106 Country Club Dr Sanford, FL 32771 49"- 321) 363-1955 Signature CONTRACTOR: Phoenix Building Group LLC 4031 Luray Dr Orlando, FL 32812 Signature Grant Maloy, , Clerk Of The Circuit Court & Comptroller Seminole Count, FL Inst#2018128617 BQok:9247 Page:991; (1 PAGES) RCD: 11/13/2018 9:51:20 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: Julia Bystol State Permits Inc Address: 319 Ela nes Ct Dodgeville, WI 53533 NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number: 35-19-30-520-OF00-0150 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement. 1, DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2. GENERAL DESCRIPTION OF IMPROVEMENT: Remove/replace ceiling joist 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Cynthia Apariclo 106 Country Club Dr Sanford FL 32771 Interest in property: Resident/Owner Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name:_ Phoenix Building Group LLC Phone Number: 407-454-0303 Address: 4031 Luray Dr Orlando FL 32812 5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Address: Amount of Bond: 6. LENDER: Name: N/A Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Statutes. Name: N/A Phone Number: 8. In addition, Owner designates N/A to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledge andbelief. i'h, G; t C'.0 S gnat a of er or Lass , or owner's or Lessees (Print Name and Probe Signatory's Tide/Ofhce) Authorized lIOf4cert iroctorrPariner/Manager) State of G. County of -Sem.neIP. gg rTheforegoinginstrumentwasacknowledgedbeforemethis _ OI 13 day of __0 0__) &t- 20 / by n i? h' a Lparrr- Name of person making statement Who is personally known to me Z who has produced Identification O type of identification produced: a %¢ JESSICA A.K[NDALL!// 1MYCOMMISSIONNGG065038 EXPIRES: January 23, 2021 Notary SignatureBondcdThruNotaryPuUtCUr>derwritCrs Phoenix Building Group LLC 4031 Luray Drive Orlando, FI 32812 407 454 0303 407 240 0558 Fax Client: Aparicio Property: 106 Country Club Dr Sanford, FL 32771 Operator Info: Operator: MICHAEL Estimator: Michael Strole Title: Managing Member Business: 4031 Luray Drive Orlando, FL 32812 Reference: Bradley Pratt Title: Manager Company: Terminix Business: 310 Gordon St Sanford, FL 32771 Type of Estimate: TERMITE Dates: Date Entered: 08/13/18 Date Est. Completed: 08/13/18 Price List: FLOR2S5A Restoration/Service/Remodel with Service Charges Broken Out Estimate: 2018-08-13-0602 Home: (321)233-8904 Business: (407)454-0303 Business: (901) 786-8067 The owner is responsible to get storage containers and to move all items out ofthe house prior to construction beginning. Owner is respoonsible to have roofing installed after copnstruction is completed using their roofer and permits. We will dry the roof in ONLY. Phoenix Building Group LLC 4031 Luray Drive Orlando, FI 32812 407 454 0303 407 240 0558 Fax Room: Interior General Demolition - per hour Dumpster load - Approx. 20 yards, 4 tons ofdebris R&R Joist - floor or ceiling - 2x6 - w/blocking - 16" oc R&R 2" x 6" lumber (I BF per LF) CONNECTIONS - Strapping & Buckets Carpenter - General Framer - per hour Supervision Mask per square foot for drywall or plaster work CONNECTIONS - Strapping & Buckets R&R Batt insulation - 6" - RI R&R 1/2" drywall - hung, taped, floated, ready for paint KNOCK DOWN CEILING TEXTURE Paint the surface area - two coats R&R Sheathing - plywood - 1/2" CDX Roofing felt - 15 lb. Electrical repair - Minimum charge Grand Total 2018-08-13-0602 Michael Strole Managing Member 29,051.03 48.00 HR 1.00 EA 600.00 SF 506.00 LF 4.00 EA 80.00 HR 40.00 HR 900.00 SF 5.00 EA 900.00 SF 900.00 SF 900.00 SF 900.00 SF 600.00 SF 9.00 SQ 2.00 EA 2018-08-13-0602 08/13/2018 Page: 2 POWER OF ATTORNEY Date: 11 /15/2018 I hereby name and appoint Michael Strole Of Phoenix Building Group LLC In fact to act for me and apply to the City of Sanford Building Department for a Residential to be my lawful attorney For work to be performed at a location described as: Section Township Range Lot 15 Block F Subdivision Country Club Manor Unit 1 permit Cynthia M Aparico 106 Country Club Dr Sanford FI 32771 Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Brad Mark Cheesman Type or Print Name ofRegister or Certified Contractor and Contractor's License Number Signature of Register or Certified Contractor The foregoing instrument was acknowledged before me this 15 day of November of 2018 By Brad mark Cheesman Who is personally known to me/who produced Personally Known As identification and who did not take oath. State of Florida County of Orange Florida y?yak : KATHY G. STROLE i. MY COMMISSION # GG 040878 EXPIRES; November17,"2= F;.- landed ThN Notary Pubic Undatwfbm Seal 2/12/2008 RECORD COPY Cynthia Aparicio Residence 106 Country Club Dr. Sanford, FL. 32771 October 19, 2018 WILLIAM F. STUHRKE, PhD, P.E. FLORIDA P.E. #22150 12215 REBECCA'S RUN DR. WINTER GARDEN, FL. 34787 407) 920-3119 CITY OF SANFORD BUILDING DIVISION PHOENIX BUILDING GROUP LLC 40311 Luray Dr. Orlando, FL. 32812 RE: INSECT DAMAGE REPAIR Cynthia Aparicio 106 Country Club Dr. Sanford, FL. 32771 October 19, 2018 REVIEWED POR CODE COMPLIANCE 5(=- PLANS EXAMINER DATE ENGINEERING DIRECTION Insect damage was identified in the exterior wall and ceiling/roof structure of the enclosed carport area and family room of the Cynthia Aparicio Residence located at 106 Country Club Dr., Sanford, FL. (32771). The damage includes a number of the 2"X4" studs, jack and king studs supporting the headers over the windows, the window headers, sections of the double top plate, portions of the Y2" CDX or OSB wall sheeting, the 2"X6" ceiling/roof rafters and portions of the Y2" CDX roof sheeting. In accordance with the FLORIDA BUILDING CODE 6TH EDITION (2017) EXISTING BUILDINGS, the following classification is established for the repair of this identified insect damage. In accordance with Section 502.1, the proposed effort "is to be considered a repair". Further, since this structure has not sustained "substantial structural damage" in accordance with Section 404 Repairs, Section (B) 404.4 applies. This section provides that "For damage less than substantial structural damage, repairs shall be allowed that restore the building to its pre -damage state, based on material properties and design strengths applicable at the time of original construction. New structural members and connections used for this repair shall comply with the provisions of FLORIDA BUILDING CODE 6TH EDITION (2017) BUILDING for new buildings of similar structure, purpose and location." The following specific steps detail the requirements for the repair of this damaged wood structure. William F. Stuhrke, PhD, P.E. ##1 84596 State atBorida PE # 22150 SANFORD BUILDING DIVISION OSAW- FOARDAPERMITISSUEDSHALLBECONSTRUEDTOBEALICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICALCODES, NORSHALLISSUANCEOFAPERMITPREVENTJ THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE. Cynthia Aparicio Residence 106 Country Club Dr. Sanford, FL. 32771 October 19, 2018 ENGINEERING REPAIR DIRECTION This Engineering Repair Direction provides for the repair of the damaged structures in full compliance with the requirements of the FLORIDA BUILDING CODE 6T" EDITION 2017), including the FLORIDA BUILDING CODE, BUILDING, the FLORIDA BUILDING CODE, RESIDENTIAL and the FLORIDA BUILDING CODE, EXISTING BUILDINGS. The following specific directions are provided for the repair and restoration of the damage identified in the exterior bearing wall structure and roof structure of the Cynthia Aparicio Residence located at 106 Country Club Dr., Sanford, FL. (32771). The specific directions are provided relative to the wall section shown in Attachment "A". Shoring — Prior to demolition and removal of the damaged structures, shoring must be provided to ensure that the ceiling and roof structures are adequately supported during the repair and restoration. Demolition — Upon removal of the wall and ceiling covering materials from the damaged areas, the full extent of the damaged wood structures will be identified. All the structurally damaged wood material is to be removed and replaced. Based on the preliminary evaluation, this will involve the removal and replacement of 2"X4" wall studs, corner studs, jack and king studs supporting the window headers, the window headers, sections of the double 2"X4" top plate, damaged sections of the Y2" OSB or Y2" CDX Plywood wall sheeting, some of the 2"X6" ceiling/roof rafters and sections of the Y2" OSB or Y2" CDX Plywood roof sheeting. The portions of the double 2"X4" top plates, which are found to have been damaged must be removed in such a manner that the replacement section of double top plate will be provided with a minimum 16" of overlap splice. The damaged sections of exterior wall sheeting material are to be removed as either full sheets or sections spanning a minimum of three studs and a minimum of 24 inches high. The damaged sections of roof sheeting material are to be removed as either full sheets or sections spanning a minimum of three ceiling/roof rafters and a minimum of 24 inches along the length of the rafters. The pressure treated 2"X4" bottom plate appears to be undamaged, however some additional attachment to the existing foundation structure may be required. William F. Stuhrke, PhD, P.E. State,e# 4Qdda PE # 22150 Cynthia Aparicio Residence 106 Country Club Dr. Sanford, FL. 32771 October 19, 2018 Load Bearing Frame Wall — The schematic load bearing wall structure is shown in Attachment "B". This attachment should be employed as applicable in the repair and restoration of the damaged exterior load bearing wall structure. The required strapping and connectors for the rebuilt and restored bearing walls are identified in the attachment with capital letters. These or equivalent connectors must be employed as shown and are documented as follows: o A — This is a SIMPSON MSTA24 strap securing both ends of the load bearing header to the Jack and King studs. The SIMPSON MSTA is to be secured employing 18 — 10d nails and provides a tension load capability of 1640 pounds. o B — This is a SIMPSON LSTA9 strap connecting the header to the 2"X4" cripples between the header and the double top plate. The SIMPSON LSTA9 is to be secured employing 8 —10d nails and provides a tension capability of 740 pounds. o C — This is a SIMPSON SSP stud plate tie, securing the 2"X4" cripple studs and the full-length studs to the double top plate. The SIMPSON SSP connected to the double top plate is to be secured employing 7 -10d nails and provides uplift allowable capability of 435 pounds. o D - This is a SIMPSON SSP stud plate tie, securing the 2"X4" full-length studs to the pressure treated bottom plate. The SIMPSON SSP connected to the bottom plate is to be secured employing 5 -10d nails and provides uplift allowable capability of 455 pounds. o E - This is a SIMPSON DSP stud plate tie, securing the two King Studs to the double top plate. The SIMPSON DSP connected to the double top plate is to be secured employing 14 -10d nails and provides uplift allowable capability of 825 pounds. o F — This is a SIMPSON HTT4 tension tie securing the King and Jack Studs to the foundation. This is to be employed, when the span of the opening exceeds 8 feet. In those cases where the span of the opening is less than 8 feet, the king and jack studs are to be secured employing the SSP and or DSP connectors. The SIMPSON HTT4 is to be secured to the foundation employing a 5/8" anchor bolt and to the studs employing 18 — 16d nails which provide allowable tension load capability of 4235 pounds. o G — This is a Y2" diameter Anchor Bolt with a 2" washer. This is to be provided to secure the pressure treated bottom plate to the foundation for 3 William F. Stuhrke, PhD, P.E. State oW4Qrida PE # 22150 Ofi91/s Cynthia Aparicio Residence 106 Country Club Dr. Sanford, FL. 32771 October 19, 2018 all bearing frame walls. The Y2" anchor bolt is to be installed 6" from the end of the wall and all openings and then 24" on center. o H — This is a SIMPSON MTS12 twist strap with 14, 10d X 1 Y2" nails securing the double top plate to the roof rafters or roof trusses, providing an uplift capability of 1000 pounds. Double Top Plate — The damaged portions of the 2"X4" double top plate must be removed such that a minimum of 16" is available for the splice to insure adequate continuity for the "continuous" top plate system. The new sections of double top plate are to be nailed together and to the undamaged portions of the top plate with 12d nails installed a maximum of 3" on center. Ceiling/Roof Rafters - The damaged ceiling/roof rafters are to be removed and replaced with 2"X6" #2 Southern Yellow Pine material. In those areas where the rafters are supported on the concrete block masonry construction, the rafters are to be provided with either pressure treated bearing material or asphalt impregnated felt to separate them from the masonry material. The rafters are to be secured to the masonry wall structure employing SIMPSON MTSM16 twist straps with 4, '/4"X2'/4" TITEN masonry screws and 7, 10dX1 Y2" Nails. In those areas, where the rafters bear on the double top plate of the frame wall they are to be secured employing SIMPSON MTS16 twist straps with 14, 10dX1'/2" nails. Roof Sheeting & Dry In — The replacement roof sheeting material is to be either full sheets of/2" CDX plywood or'/2" OSB and is to be secured employing CODE compliant 8d ring shank nails installed 3" on center along all edges and 6 inches on center in the field of the sheeting. The replacement sheeting must be either full 4'X8' sheets or sections spanning a minimum of three rafters and extending a minimum of 24" along the length of the rafters. The roof drying shall be done with CODE compliant dry in material selected and secured in accordance with FLORIDA BUILDING CODE 6T" EDITION, RESIDENTIAL Section 905.1.1. Wall Sheathing — The new'/2" CDX plywood or Y2" OSB exterior sheathing material is to be secured to the 2"X4" studs employing 8d ring shank nails, 4" on center along all the edges and 8" on center in the field of the plywood, however where nailing is not possible, the studs may be secured to the plywood 4 William F. Stuhrke, PhD, P.E. State-e#- brida PE # 22150 Cynthia Aparicio Residence 106 Country Club Dr. Sanford, FL. 32771 October 19, 2018 employing generous amounts of waterproof, exterior grade construction adhesive. The sheeting must be provided with Code Compliant two layers of moisture and vapor barrier beneath the siding materials and trim. The exiting siding materials and replacement siding materials are to be secured employing corrosion resistant CODE compliant 10d ring shank nails, with a minimum of two nails in each siding board a maximum of 16 inches on center. Windows - In accordance with the FLORIDA BUILDING CODE 6T" EDITION 2017), EXISTING, the windows may be reinstalled in the rebuilt and restored openings. The windows must be secured employing '/" XY corrosion resistant wood screws or equivalent, 4" from the ends and 8" on center to provide for the 25.45 PSF / -27.57 PSF wind load condition. Wall and Ceiling Finish — Upon completion of the structural repair of the wall and the installation of the CODE required R13 minimum insulation, the interior walls are to be finished to match the existing. Upon completion of the structural repair of the ceiling/roof structure and the installation of the CODE required R30 minimum insulation the ceiling is to be finished to match the existing. 1614LTNIZ "I The repair and restoration of this single-family residential structure has been designed in accordance the requirements of the FLORIDA BUILDING CODE 6TH EDITION 2017) BUILDING, CHAPTER 16, DESIGN CRITERIA and ASCE 7. Wind load requirements employed in the design of the structure: Ultimate Wind Speed: (3 Second Gust) VOLT = 140 MPH Basic Wind Speed: (3 Second Gust) VASD = 108 MPH Building Category II, Enclosed Wind Exposure C Wind Borne Debris Region - NO Wind Stagnation Pressure 29.86 PSF Design Pressure (Worst Case Condition): Components & Cladding +25.45 PSF / -34.03 PSF Uniformly distributed live loads employed in the design: William F. Stuhrke, PhD, P.E. State off- F a PE # 22150 ja))91Js Cynthia Aparicio Residence 106 Country Club Dr. Sanford, FL. 32771 October 19, 2018 Roof 20 PSF Living Areas 40 PSF All connections have been checked to withstand all applicable loads. All framing shall be fabricated and installed as per AITC, TPI and National Design Specifications for Wood Construction. All wood structural members shall be controlled stress grade lumber having a fiber stress of at least 1200 PSI. All wood members within 16" of the existing grade and or in contact with masonry must be pressure treated. William F. Stuhrke, PhD, P.E. State of Florida PE # 22150 Cynthia Aparicio Residence 106 Country Club Dr. Sanford, FL. 32771 October 19 2018 ry i ti``a '' .F i , k71 ''-VG,.kL`' ray C;'-'-C=;•, .' s a It r' n Te wtp-re s-Y:t_ 1=.1 1ti;TR-ta-ca_ kl t F t —it't`:.3...ii y.vs•t 6 !i Jl:,...o# G`J Sim ATTACHMENT "A" TYPICAL FRAME BEARING WALL SECTION EXTERIOR SIDING 7 William F. Stuhrke, PhD, P.E. State of_ELorida PE # 22150 Cynthia Aparicio Residence - 106 Country Club Dr. Sanford, FL. 32771 October 19, 2018 ATTACHMENT "B" TYPICAL EXTERIOR FRAME WALL SECTION CONNECTORS 0 William F. Stuhrke, PhD, P.E. StateYoLaorida PE # 22150 0 j)9)i8