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HomeMy WebLinkAbout907 Willow Ave 18-2700; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT ' STATEMENT NUMBER: 18100008 DATE: October 15, 2018BUILDINGAPPLICATION #: 18-10000842 BUILDING PERMIT NUMBER: 18-10000842 UNIT ADDRESS: WILLOW AVE 907 25-19-30-5AG-110G-0070 TRAFFIC ZONE•022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: , OPLATBOOK: PLAT BOOK PAGE: BLOCK: LOT: 1OWNERNAME: ADDRESS: APPLICANT NAME: CENTER FOR AFFORDABLE HOUSINGADDRESS: 2524 PARK DR SANFORD FL 32773 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 907 WILLOW AVE // TOWN OF SANFORD / SFR / PER CITY - PREVIOUS SFR DEMO 1997 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS N/A Single Family Housing ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00N/A SingRle CFamily HousingFIREESUE00 1.000 dwl unit 00 N/A LIBRARY N/A 00 Single Family Housing SCHOOLSN/A 54.00 1. 000 dwl unit 54.00 Single Family HousAing PARKS 91000.00 1.000 dwl unit 9,000.00 LAW ENFORCE N/ A 00 DRAINAGE N/A 00 CREDIT FEES: 00 SCI LIBRARY R Single Family Housing SCI SCHOOLS R54.00 1.000 dwl unit 54.00- Single Family Housing SCI ROAD ARTERIALSR91000.00 1.000 dwl unit 9,000.00 Single Family Housing 705.00 1.000 dwl unit 705.00- AMOUNT DUE 00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF ABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THEOFTHENTCODE. COPIES OF RULESEGOVERNINGSAPPEALSMAYNBEPICKEDUP, OREREQUESTED, FROM THE BUSINESSOFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101EASTFIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60CALENDARDAYSFROMTHEDATEABOVE Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL NInst #20181Y25157 Book:9242 Page:258; (1 PAGES) RCD: 10/31/2018 2:20:16 PM CER7IFIE COPY G 1 MALOY REC FEE $10.00 CLERK F HE CIR .0 i URT 9%" •> AND OMPTR U'-: SEMI DOLE' J F3 THIS INBT N Name: i r 1VlBYU Address: Date NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. DESCR(RIIQU_OF PROPERTY: (Legal S(escription of the property and streelodres„H avQllay( Is) 1-5- GENERAL DESCRIPTION OF IMPROVEMENT: OWNER Address: v a F6Ok Wlc- i i._j Fee Simple Title Holder (f other than owner) Name: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: in addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date 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 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, 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 ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in It are true to the best ` y knowled nd belief. 317 rs Signature Owners Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the notbe of commencement and no one else may be permlaed to sign In his or her stead' State of t OIL( tlCA County Of m %Aj00 The foregoing instrument was acknowledged before me this 14 day of June - by 0dha 1- L1111 Who is personally known to mX Name of person moldng statement OR who has produced Identification type of Identification produced: MARTAMALAVE i MY COMMISSION # GO 083344 A = EXPIRES: May21, 2021 Z. t, •' Baled Ttw Notary RAGe llndawrltera . i CITY OF ORD' JUN 14 2018FIREDEPARTMENT, Building & Fire Prevention Division PERMIT APPLICATION Application No: el- 0-700 Documented Construction Value: $ 11165N °D nn Job Address: 67 !//N ti LLaN l'V 'S c .. a?I Historic District: Yes No® Parcel ID: / Jam' I "y - Residentialo Commercial Type of Work: New® Addition[] Alteration[] Repair Demo Change of ]L se Move Description of Work: Ca057QW iAy?--'- P, AV4Q `j i &a'- . W f'f M - • Plan Review Contact Person: Phone: 40'7— 6W-Gi7/ Fax: Email:. j aedey 1,1(\:Z eM,acama; l a Corn P.ro perty Owner Information Name-1 a 0 j2 "O=13Z `'S+r Phone: 1410— 6 w00V Street: C2Sc'1 -.5 'biz l Resident of property?: City, State Zip: .3a%? Contractor Information Name Cxf` i ck.Gi l ". ae / Ph( _ Street: 0_ Fax: I City, State ..}. State License No.: Architect/Engineer Information Name: Phone: Street: 6kZA(VT -57zey7 Fax: 4401-?- City, St, Zip:jN?,(tilnOrS,''l,?.s0 E-mail: Steve, Cot m I nds Qc Cdcn Bonding Company: Address: 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: 6`h Edition (2017) Florida Building Code 0o.-10 3l.0s Revised: January I, 2018 Permit Application 2 OPPORTL rt THE CENTER FOR AFFORDABLE HOUSING, INC. 2524 Park Drive, Sanford, FL 32773 OFFICE (407) 323-3268 JOE DEVLIN MOBILE (407) 679-0091 Managing Partner E-MAIL: tcfah@cfl.rr.com 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. 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. Rae,,- 'k"'10A-Lja 4 Signature of Owncr gent Date ignature of Contractor/Agent Date W sal of Notary -State of Florida Date MARTAMALAVE R s MY COMMISSION A GG 083344 EXPIRES: M ayyy2 1, 2A0w2.1. w1 eBondedTtyuNpgryPubkUr4arwfilets is Produced M Known to Me or Type of ID n SaIY- S P ' t nt r/A ent Lame ature of Notary- ate of Florida Date MARTA MALAVE MY COMMISSION # GG 083344 EXPIRES: May 21,1621 B=WThtu Un/erwrftetsJontracton/Agent is Personally own to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical [R Mechanical 0 PlumbingE] Gas Roof Construction Type: Total Sq Ft of Bldg: Va 14.67 Occupancy Use: R:3 Flood Zone: Min. Occupancy Load: 1 # of Stories: t New Construction: Electric - # of Amps. M Fire Sprinkler Permit: Yes No Er # of Heads D 27aal APPROVALS: ZONING: UTILITIES: COMMENTS: _ ENGINEERING: 1M %L t) A-W) FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. Vortanac-- of rtt:,o,-d ss&4-01 j Plumbing - # of Fixtures is - Fire Alarm Permit: Yes No WASTE WATER: BUILDING: '5 Revised: January 1, 2018 Permit Application CITY OF SX,T Building & Fire Prevention Division l4R RD ii n, ; PERMIT APPLICATION 20f3FIREDEPARTMENT;: ;Application No: Documented Construction Value: $ I? __ 0 -]Co 057 2 Q C0 Job Address: 967 b L ,.l i- s(- ( , ,, 3a%2% Historic District: Yes []No Parcel ID:g?5- IG --Y - %1 d (- - d Ib Residential Commercial[] Type of Work: New® Addition[] Alteration[] Repair Demo Change of Use[] Move Description of Work: yem e a/ F6 M - Plan Review Contact Person: L1.`4'sn i. C i Wi Fy3try Title: ,x>zCllyr n7c EqKz' I Phone: l{0 7—COr?l-mil Fax: Email: j ae ey QM\oacamcti j a GOt11 Property Owner Information r H"GC'-lam 1 L ! glName i L.. Q fiac • Phone: `^ Street: 12 r01-1 5. Pk2= [i/'t Resident of property?: City, State Zip: S4zv E F ., 307 Contractor Information Name Gd` i ' `( e; i mow,-, ' 1( Ode /S Ph( - Street: Fax: 1 City, State State License No.: Architect/Engineer Information Name: .P i1 /' C J Phone: Street: 6- AZiq ' 57mcf7 Fax: W01?— e-34- qC62eD City, St, Zip: (s?,2 S , ?- E-mail: S*(--' V u Coi d . m i n ds Qc: acn Bonding Company: Address: 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: 61b Edition (2017) Florida Building Code Revised: January 1, 2018 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. 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. Aa_f,- A,10A_ e & — I _/ 4? Signature of Owncr gent Date ignature of Contractor/Agent Date u l--ti-i of Notary -State of Florida Date MARTAMALAVE AL MY COMMISSION # GG 083344 o EXPIRES: May 21, 2021 Ttru Public Uad&*ttMFf .. Bonded Notgry Known to Me or Produced ID Type of ID a et-S P ' t n r/A ent's ame ature of Notary- fate of Florida Date MARTA MALAVE MY COMMISSION # GG 083344 yEXPIRES: Ma21 21I0. VIIdOfWllfersBondedTtwNotary ontractor gent isPersona y own to Me or 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 # of Heads APPROVALS: ZONING: ENGINEERING: CK17u ITI K Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: Al 6-21-If WASTE WATER: N BUILDING: Revised: January 1, 2018 Permit Application a owom m THE CENTER FOR AFFORDABLE HOUSING, INC. 2524 Park Drive, Sanford, FL 32773 OFFICE (407) 323-3268 JOE DEVLIN MOBILE (407) 679-0091 Managing Partner E-MAIL: tcfah@cfl.rr.com REQUMED E`iSFECTION- SEQUENCE ICI M, six- M Descr!2tbon.' fusgectioni Footer I Setback Sternwall Foundation & / Form Board.*Survey Slab -fMon o_Slab-Piepour Lintel / Ti6 Beare / Fill Down Cell zo Sheathing ', Walls- S -heathing-,L Roof - Roof Dry In Lk 0 Frame. Insulation Rough In- Firewall Screw Pattern Drywall / Sheetrock Lath Inspec ion Final Solar 14c), I rw 10 Final Roof Final Rum& /,Siding Insulation Final Final Utility; Building Final Door Final Window Final Screen. Room Final. Pool 8,'creen Enclosure. Mobile Home Building Final Pre: Demo Final Demo. Mo Final Single Family; Residence. X Final. Building (Other) CTMEA max rp Electdic, Underground O Footei /* Slab Steel Bond Electric Rough T.U.Q. Pre -Power Final Electric Final max. lns2e fion Descid2dom Plumbing Underground to. 1000 Plumbing Sewer 00 Plumbing Tub, Set Plumbing Final Iffin Max. limsRechon DescriRtion Mechanical Rough COO Mechanical. Final Gas Underground Gas Rough Gas. Final REVISM, June 2014 SCPA Parcel View: 25-19-30-5AG-110G-0070 Page 1 of 2 Property Record Card iip!rm- Parcel: 25-19-30-5AG-110G-0070 Fwr Property Address: 907 WILLOW AVE SANFORD, FL 32771 Parcel Information Parcel 25-19-30-5AG-110G-0070 Owner(s) CENTER FOR AFFORDABLE HOUSING INC Property Address 907 WILLOW AVE SANFORD, FL 32771 Mailing 2524 PARK DR SANFORD, FL 32773-5147 Subdivision Name SANFORD TOWN OF Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 117 CD o; 7 Seminole County GIS Value Summary 2018 Working 2017 Cert Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Values ified Values Valuation Method CosUMarket Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 8,455 7,788 Land Value Ag JusVMarket Value " 8,455 7,788 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 _ 0 Assessed Value 8,455 7,788 http://parceldetail. scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG 11OG0O7O 6/ 14/2018 CITY OF V S ORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT February 19, 2018 William Joe Devlin 2524 S. Park Drive Sanford, FL 32773 Via Email: tcfahna,cfl.rr.com RE: Variance request to reduce the land area and dimension requirements to parcel of record standards. for a 5.0400t lot of record_at_90.7_-Willow Avenue. _.. _._ _...__ .. .. _.. _.. ------ Tax Parcel Number: 25-19-30-5AG-110G-0070 Dear Mr. Devlin: On January 30, 2018, the Administrative Official, pursuant a January 30, 2018, recommendation made by the Development Review Team, approved a Variance request to reduce the land area and dimension requirements to parcel of record standards for a 507foot lot of record at 907 Willow Avenue subject to the following conditions: 1. Restrict the AC unit and other appurtenances from being located in the reduced side yard setback. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31st day past the date noted above. If you have any questions, please do not hesitate to call this office. Respectf illy, CITY OF SAN RD 6-- Eilee-n Hinson Development Services Manager EH/jg CC: Andrew Stephens, Property Owner TADevelopment Review\l 1-DRT Agenda-CoverMemosUxgal Ads & Letters\2018\907 Willow Avenue.- Variance.doc H Triniett Artt-Iroodruff Velma H. W!Hiams Patric; Austin Patty M tahany Norton N. Bonaparte. )r. iayor Di,:trici 1 District 2 District 3 District n City Manager Ci`y Hall..2nd Floor • 300 North Park. Avenue • Sanford, FL 32771-1244 • PD box 1788 - Sanford, FL 32772-1788 P.A07.688.5140 • f.-407.688.5'141 - sanfore-P.gov February 19, 2018 William Joe Devlin 2524 S. Park Drive Sanford, FL 32773 Via Email: tcfah@cfl.rr.com RE: Variance request to reduce the land area and dimension requirements to parcel of record standards.for a S.O-foot lot of record_at.90.7_Willo_w Avenue. _ . Tax Parcel Number: 25-19-30-5AG-110G-0070 Dear Mr. Devlin: On January 30, 2018, the Administrative Official, pursuant a January 30, 2018, recommendation made by the Development Review Team, approved a Variance request to reduce the land area and dimension requirements to parcel of record standards for a 50-.foot lot of record at 907 Willow Avenue subject to the following conditions: 1. Restrict the AC unit and other appurtenances from being located in the reduced side yard setback. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions, please do not hesitate to call this office. Respectfully, CITY OF SANF RD ileen Hinson Development Services Manager EH/jg CC: Andrew Stephens, Property Owner TMevelopment Reviewkl 1-DRT Agenda-CoverMemos\Legal Ads & Letters\2018\907 VAllow Avenue - Variance.doc 1e'!1 Trip;ett Art Woodruff Velma H. Williams Patric:: Austin. Patty h4ahany Norton N. Bonaparte, )r. Mayor Di,-Itrict I District 2 District 3 District.4 City i•.danager v Hall. 2nd rioor • 30.0 North Park Avenue • Sanford, FL 327 7 1 244 • PO Box 1788 • Sanford, FL 327 72-1788 P.,107.688.5140 i.407.688.5IAI • saniord-P.gov CITY Of S ORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT February 19, 2018 William Joe Devlin 2524 S. Park Drive Sanford, FL 32773 Via Email: tcfah@cfl.rr.com RE: Variance request to reduce the land area and dimension requirements to parcel of record standards. for a 5.07-foot lot of record_at_9.07-Willow Avenue. Tax Parcel Number: 25-19-30-5AG-110G-0070 Dear Mr. Devlin: On January 30, 2018, the Administrative Official, pursuant a January 30, 2018, recommendation made by the Development Review Team, approved a Variance request to reduce the land area and dimension requirements to parcel of record standards for a 50 foot lot of record at 907 Willow Avenue subject to the following conditions: 1. Restrict the AC unit and other appurtenances from being located in the reduced side yard setback. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions, please do not hesitate to call this office. Respectfully, CITY OF SANF RD Qw- ileen Hinson Development Services Manager EH/jg CC: Andrew Stephens, Property Owner T. Development ReviewX11-DRT Agenda-CoverMemosUAgal Ads & Letters\2018\907 callow Avenue.- Variance.doc efi Trinlett Ann-Iloedruf€ Veltna H. Williams Patric`.; Austin Patt h.'tahan Norton N. Bonaparte, jr. tayor District I District 2 Distrid 3 District 4 City Manager Oty Mali. 2nd Floor • 300 North Park. Avenue • Sanford, FL 32771-124 s • PO Eox 1788 -Sanford, FL 32772-1788 p. ,'-07.688.5140 • f. d07MS.5141 • sanf ordil.gov OITYbF ORD FLORIDA Name Address City: Phone: Joe Devlin City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Frim The center for Affordable Housing 2524 Park Drive Sanford State FL 407-323-3268 Fax: Property Address: 907 Willow Avenue, Sanford Zip Code: 32773 Email: tcfah@cfl.rr.com Property Owner: The Center for Affordable Housing Parcel Identification Number: 25-19-30-5AG-110G-0070 Phone: 407-323-3268 Fax: Email: tcfah@cfl.rr.com The reason for the flood plain determination is: X New Structure Existing Structure (Pre-2007 FIRM Adoption) Expansion/Addition Existing Structure (Post 2007 FIRM Adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone X Base Flood Elevation N/A Datum N/A FIRM Panel Number 120294 0070F The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain A portion of the Parcel is in the Floodplain X The Parcel is not in the X Floodplain The Structure is in the Floodplain The Structure is not in the Floodplain Map Date September 28, 2007 Floodway Floodway Floodway Floodway Floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-2700 Reviewed by: lffWtatleaeX, Cflff- Michael Cash, CFM Date: 08/28/18 T:\Engr-Files\Elevation Certificate\W\Wi11ow\907-FZD 115 CITY OF X\ d &.02, 0 - Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use Landscaping in Right -.of -Way Department of Planning •& Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or too sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a d +) driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat dearly identifying the Know whafebelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbetoreymi ft 1. Project Location/Address: 907 Willow Avenue, Sanford, Fl. 32771 2. Proposed Activity: a Driveway Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: This application is submitted by: mq)edy 4&ZAAI)112Signature Print Name: The Center For Affordable Housing Address: 2524 S Park Drive, Sanford, FI. 32773 Phone: (407) 679-0091 Fax: Email: joedevlin@bdghthouse.com Date: 08/27/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, .with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous- condition at the Requestor's expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. have read d undeptand the ab statement and by signing this application I agree to its terms. c / Signature: ri W ) Date: 63 L ? r d This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Official Use Only Fee: Date: Utilities Approved: 'G Engineering Date: Date: Date:" ^ (g Site Inspected by: Date: Special Permit Conditions: K ocri E t t) t)KLK W t"t illU v a t wE u AY e t2 T i ZG-OLA(- g November 20115 GO" (M t u • _30M r5( C X)C2AA (;, ROW Use Driveway.pdf Ni1tyCity of Sanford Lot Grading & Drainage Improvement Regulations Prepared to assist Builders and Homeowners Background: The City of Sanford currently has regulations regarding the grading of infill lots to prevent drainage from impacting neighboring lots. The only language is located in Chapter 18, Section 18.4 of the City Code, which states the finished floor needs to be a minimum of 16" above the crown of the road fronting those lots that have positive drainage toward a street or right-of-way. Those lots that drain away from the roadway and toward the lake, stream or water collection area shall have the finished floor a minimum of 8" above the finished grade. There is no criteria for the grading of infill lots located within a subdivision that does not have an approved master grading plan. This creates adverse impacts on adjacent lots which causes City staff extensive amounts of time investigating the issues and finding an after the fact solution. Listed below are the procedures and regulations that shall be followed to obtain a building permit for those lots that have been or may be determined to create a drainage problem. 1. Procedure A. For those lots that are located within platted subdivisions (infill lots) that do not have a master lot drainage plan or did not have the benefit of a drainage review and approval by City of Sanford and that is one half acre or less in size, an individual lot grading plan signed and sealed by an engineer registered in the State of Florida shall be submitted to the Building Department prior to the issuance of a building permit. Such plan shall not adversely impact adjacent lands. 1. A partial topographic survey (spot elevations) including adjacent lots performed by a registered surveyor shall be submitted for those lots that are not part of an approved plan. B. For any lot that is located within a platted subdivisions (infill lot) that does not have a master lot drainage plan or did not have the benefit of a drainage review and approval by City of Sanford and that is greater than one half acre in size, an individual lot grading plan prepared by the applicant or representative shall be submitted to the Building Department prior to the issuance of a building permit. Such plan shall not adversely impact adjacent lands.(City of Sanford may require the drainage plan to be completed by a registered engineer.) 1. A partial topographic survey (spot elevations) including adjacent lots performed by a registered surveyor shall be submitted for those lots that are not part of an approved plan. C. On all lots, the finished floor elevations shallbe no more than one -tenth (1/10) of one foot below the approved design elevation. D. On all lots where the side yard setback is ten (10') feet or less, stem wall construction is required. The foundation plan shall include a detail showing the difference in elevation between the finished floor and the finished grade. This detail shall match the required grading plan. E. On lots for which the side yard setback is more than ten feet (10') the finished floor elevation shall be no more than one foot (l') above the approved design elevation unless stem walls are used to allow side yard slope to remain 6:1 or less. F. All finished floor elevations, for all lots, must be a minimum 8 inches (8") above the outside finish grade with the exception of an approved step down floor and basement. 2. Finished Floor Elevation All lots that are located within a subdivision without an approved master lot drainage plan shall have a finished floor elevation that meets the applicable of the following. a. 16" above the crown of the road for type A or B grading. b. Finished floor elevation as determined by the Health Department (State Septic Tank Rule). c. Two feet (2') above the determined 100 year flood elevation. An elevation survey is required prior to the slab being poured. This will ensure that the finished floor is at the required elevation. 3. Finished Floor Waivers All finished floor waivers must be approved by the Planning and Development Services Director or his designee. Applicants must submit in writing to the Planning and Development Services Director requesting such a waiver prior to pad construction. Such request must be accompanied with sound justification typically relating to extreme conditions of the land topography. After the fact finished floor waivers may not be granted for those structures that are constructed below the required elevation located within the Special Flood Hazard Area as indicated on the current Flood Insurance Rate maps. 4. Grading Requirements Associated with Swimming Pool and/or Septic System Construction All swimming pools including associated structures must be located outside drainage and utility easements and setbacks. Any deviation from such criteria must be accompanied by with a lot drainage plan demonstrating no adverse drainage impact to adjacent lands. Such encroachment, if approved may require a vacating by the City Commission conducted through a scheduled public hearing (for drainage easement, and non-public hearing for utility). 5. Elevation Certificate and Survey An elevation certificate, on the FEMA form, and a survey of the property, signed and sealed by a Florida registered surveyor, is required prior to the issuance of a Certificate of Occupancy. The survey shall include all of the spot elevations as shown on the attached drawing for the type of lot grading, i.e., Type A, B or C, that was approved for the lot. TADept_forms\Lot grading&Drainage Improvement Regulations.doc Detail by Entity Name Page 1 of 2 Florida Department of State Aroe j, ,07*b1 1 `lllJPl of cur ufftrIM awe of F!urlcdt webf•!te Department of Slate / Division of Corporations / Search Records / Detail By Document Number / DIVISION OF CORPORATIONS http://search. sunbiz.orglInquiry/CorporationSearchISearchResultDetail?inquirytype=Entit... 10/ 11 /2018 BP200I01 CITY OF SANFORD 6/14/18 Application Inquiry 14:50:14 Application number . . . . . 97 00001477 Application status, date . . CLOSED 2/04/15 Property . . . . . . . . . . 907 WILLOW AVE Parcel Number. . . . . . . . 25.19.30.5AG-110G-0070 Old CID . . . . . . . . . . . Subdivision . . . . . . . . : TWN OF SANFORD (TRAFFORDS MAP) Zoning . . . . . . . . . . . : SR1 SINGLE FAMILY Application type . . . . . . : DSFH DEMOLITION - SINGLE FAMILY HOM Application date . . . . . . . 3/26/97 Tenant number, name . . . . . Master plan number, rev'wd by: 133 Estimated valuation . . . . . Total square footage . . . . 0 Public building . . . . . . NO Work description, qty . . . Pin number . . . . . . . . . 1008 Application desc . . . . . . Press Enter to continue. F3=Exit F5=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry F10=Fees F11=Receipts F12=Cancel F13=Val calcs F14=Misc info F24=More keys DBPR - SANDERS, STEVEN ROCKWELL; Doing Business As: FLORIDA HOME TO... Page 1 of 1 2:41:50 PM 611412018 Licensee Details Licensee Information Name: SANDERS, STEVEN ROCKWELL (Primary Name) FLORIDA HOME TOWN BUILDERS LLC (DBA Name) Main Address: 5445 LAKE LE CLARE RD LUTZ Florida 33558 County: HILLSBOROUGH License Mailing: LicenseLocation: 7512 DR PHILLIPS BLVD SUITE 50-104 ORLANDO FL 32819 County: ORANGE License Information License Type: Certified Building Contractor Rank: Cert Building License Number: CBC1261883 Status: Current,Active Licensure Date: 08/23/2017 Expires: 08/31/2018 Special Qualifications Qualification Effective Construction Business 08/23/2017 Alternate Names View Related License Information View License Complaint 2601 Blair Stone Road, Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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. https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=F919C8514ODF4BF7BO5... 6/14/2018 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 907 WILLOW AVE Builder Name: OWNER Street: 907 WILLOW AVE Permit Office: City, State, Zip: SNAFORD,FL, Permit Number.# 1 8 - 2 7 USANFORD00Owner: OWNER Jurisdiction: Design Location: FL,Orlando County: SEminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1208.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1064.00 ft' b. Frame - Wood, Adjacent R=11.0 144.00 ft2 3. Number of units, if multiple family 1 c. WA R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1190.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1190.00 ft2 6. Conditioned floor area above grade (ft2) 1190 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(149.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 238 a. U-Factor: Dbl, U=0.55 149.00 ft2 SHGC: SHGC=0.50 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a. Central Unit 24.0 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.805 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1190.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 1190.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 40.57 SSPASSGlass/Floor Area: 0.125 Total Baseline Loads: 40.46 I hereby certify that the plans and specifications covered by Review of the plans and O HE SrgTF this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance r,'n„ '4' ';',0 0withtheFloridaEnergyCode. ti nr„' - •` `:A ;;,`=„ PREPARED BY: GANNON BOGGS III Before construction is completed DATE: 5-17-18 this building will be inspected for compliance with Section 553.908 O I hereby certify that this building, as designed, is in compliance Florida Statutes. SODwiththeFloridaEnergyCod44446L: WE OWNER/AGE T: V F BUILDING OFFICIAL: DATE: 20O . DATE: /4?' Zl- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2). 5/17/2018 11:18 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 enDRA panr._')n17 IMDI IT CI IMMARY r-WFCKI 1ST RFPQRT PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 907 WILLOW AVE User OWNER 1. OWNER Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1190 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Street Address Lot # Block/Subdivision: PlatBook: Street: 907 WILLOW AVE County: SEminole City, State, Zip: SNAFORD , FL, CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1190 9520 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1190 9520 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 119 ft 0 1190 ft2 0.6 0 0.4 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1289 ft2 0 ft2 Medium 0.85 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1190 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1190 ft2 0.11 Wood 5/17/2018 11:18 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V Ocnt Io INaILT rpe S acep R-Value Et-In-In Area R-Value-Eraction___Absor._Grade /o_ 1 W Exterior Frame - Wood Main 11 8 4 8 66.7 ft2 0.013 0.4 0 2 W Exterior Frame - Wood Main 11 8 4 8 66.7 ft2 0.013 0.4 0. 3 N Exterior Frame - Wood Main 11 40 4 8 322.7 ft2 0.013 0.4 0 4 E Exterior Frame - Wood Main 11 20 8 160.0 ft2 0.013 0.4 0 5 E Exterior Frame - Wood Main 11 12 8 96.0 ft2 0.013 0.4 0 6 S Exterior Frame - Wood Main 11 44 8 352.0 ft2 0.013 0.4 0 7 W Garage Frame - Wood Main 11 14 8 8 117.3 ft2 0.013 0.4 0 8 N Garage Frame - Wood Main 11 3 4 8 26.7 ft2 0.013 0.4 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 35 3 6 8 20 ft2 2 E Insulated Main None 35 3 6 8 20 ft2 3 N Insulated Main None 35 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Metal Low-E Double Yes 0.55 0.5 N 20.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 W 2 Metal Low-E Double Yes 0.55 0.5 N 10.0 ft2 1 ft 0 in 3 ft 0 in Drapes/blinds None 3 N 3 Metal Low-E Double Yes 0.55 0.5 N 45.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 4 E 4 Metal Low-E Double Yes 0.55 0.5 N 20.0 ft2 0 ft 12 in 3 ft 0 in Drapes/blinds None 5 E 5 Metal Low-E Double Yes 0.55 0.5 N 9.0 ft2 11 ft 0 in 0 ft 8 in Drapes/blinds None 6 S 6 Metal Low-E Double Yes 0.55 0.5 N 45.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 321.93 ft2 321.93 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 793.3 43.55 81.91 .1842 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.7 24 kBtu/hr 1 sys#1 5/17/2018 11:18 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FtOPKA Rdnr,_7n17 INPUT Al IMMORY rHFCKI_IRT RFPORT COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 15 24 kBtu/hr 720 cfrn 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply — V # Location R-Value Area Return— Location Area Leakage Type Air Handler CFM 25 CFM25 TOT OUT GIN RLF HVAC # Heat Cool 1 Attic 6 238 ft2 Main 59.5 ft2 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Cooling[ ] Jan [[ jj Feb Heatin4X] Jan [X) Feb Venting] Jan [[ j] Feb Mar X] Mar XX]] Mar Ceiling Fans: Apr [ ] May [X] Jun [X] Jul r [ ] May [ ] Jun [ ] Jul X] r [ ] may [ ]Jun [ j Jul X] AugX] Au[ Aug Se SeP SeOct Oct x] Oct j j Nov X] Nov X] Nov Dec 4X] Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 Hours 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM PM Cooling ( WEH) AM PM Heating ( WD) AM PM Heating ( WEH) AM PM 78 80 78 78 66 68 66 68 78 78 78 78 78 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 66 68 68 68 68 68 68 66 66 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 78 80 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 60 0 0 0 1 - Electric Heat Pump 1 - Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default 8 lbs/sq.ft. 0 ft2 Oft 0.3 Main Name: Rating Compant: Signature: Date: 5/ 17/2018 11:18 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 Building Input Summary Report PROJECT Title: 907 WILLOW AVE Address type: S Building Type: User Bedrooms: 3 Lot #: Owner: OWNER Conditioned Area: 1190 Block/SubDivision: Total Stories: 1 PlatBook: Builder Name: OWNER Worst Case: No Street: 907 WILLOW AVE Permit Office: Rotate Angle: 0 County: SEminole Jurisdiction: Cross Ventilation: City, State, Zip: SNAFORD, Family Type: Single-family Whole House Fan: FL, New/Existing: New (From Plans) Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_ARPT 41 91 70 75 526 44 Medium UTILITY Fuel Unit Utility Name Monthly Fixed Cost Unit Electricity kWh EnergyGauge Default 0.00 0.11 Natural Gas Therm EnergyGauge Default 0.00 0.68 Fuel Oil Gallon EnergyGauge Default 0.00 1.10 Propane Gallon EnergyGauge Default 0.00 1.40 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blockl 1190 9520 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 1190 9520 Yes 4 3 Yes Yes Yes 5/17/2018 11:19:43 AM EnergyGauge® / USRCZB v6.0 Page 1 Building Input Summary Report FLOORS Total Exposed Area = 1190 sq.ft.) Floor Type Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Ins Main 119 0 119011 0.657 - 0.6 0 0.4 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1289 ft' 0 ft' Medium 0.85 No 0.9 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1190 ft' N N CEILING Total Exposed Area = 1190 sq.ft.) Ceiling Type Space R-Value Ins. Type Area U-Factor Framing Frac. Truss Type 1 Under Attic(Vented) Main 30.0 Blown 1190.Oft' 0.032 0.11 Wood WALLS Total Exposed Area = 1208 sq.ft.) Adjacent Cavity Width Height Area U- Sheath Frm. Solar Below V # Omt To Wall Type Space R-Value Ft In Ft In sq.ft. Factor R-Value Frac. Absor. Grade 1 W Exterior Frame - Wood Main 11.0 8.0 4 8.0 0 66.7 0.076 0.013 0.4 0 % . 2 W Exterior Frame - Wood Main 11.0 8.0 4 8.0 0 66.7 0.076 0.013 0.4 0 % 3 N Exterior Frame - Wood Main 11.0 40.0 4 8.0 0 322.7 0.076 0.013 0.4 0 % 4 E Exterior Frame - Wood Main 11.0 20.0 0 8.0 0 160.0 0.076 0.013 0.4 0 % 5 E Exterior Frame - Wood Main 11.0 12.0 0 8.0 0 96.0 0.076 0.013 0.4 0 % 6 S Exterior Frame - Wood Main 11.0 44.0 0 8.0 0 352.0 0.076 0.013 0.4 0 % 7 W Garage Frame - Wood Main 11.0 14.0 8 8.0 0 117.3 0.076 0.013 0.4 0 % 8 N Garage Frame - Wood Main 11.0 3.0 4 8.0 0 26.7 0.076 0.013 0.4 0 % DOORS Total Exposed Area = 60 sq.ft.) Width Height V# Omt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area W Exterior Insulated Main None 0.35 3.00 0 6.00 8 20.Oft' 1 E Exterior Insulated Main None 0.35 3.00 0 6.00 8 20.Oft22 3 N Garage Insulated Main None 0.35 3.00 0 6.00 8 20.Oft' WINDOWS Total Exposed Area = 149 sq.ft.) Wall Overhang- Omt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening 1 W 1 Metal Low-E Double Yes 0.55 0.50 N N 20.Oft' 1.0 ft 0 in 2.0 ft 0 in Drapes/blinds None W 2 Metal Low-E Double Yes 0.55 0.50 N N 10.Oft' 1.0 ft 0 in 3.0 ft 0 in Drapes/blinds None 2 3 N 3 Metal Low-E Double Yes 0.55 0.50 N N 45.Oft' 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None E 4 Metal Low-E Double Yes 0.55 0.50 N N 20.Oft' 0.0 ft 12 in 3.0 ft 0 in Drapes/blinds None 4 5 E 5 Metal Low-E Double Yes 0.55 0.50 N N 9.Oft' 11.0 ft 0 in 0.0 ft 8 in Drapes/blinds None 6 S 6 Metal Low-E Double Yes 0.55 0.50 N N 45.0' 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None 5/17/2018 11:19:43 AM EnergyGauge® / USRCZB v6.0 Page 2 Building Input Summary Report INFILTRATION Scope Method SLA CFM50 ELA EgLA ACH ACH50 Space(s) 1 Wholehouse Proposed ACH(50) 0.00025 793 43.55 81.91 0.1842 5.0 All GARAGE Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 322 ft' 322 ft' 64 ft 8 ft 1 MASS Mass Type Area Thickness Furniture Fraction Space 1 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Main HEATING SYSTEM System Type Subtype AHRI # Efficiency Capacity —Geothermal HeatPump— Ducts Block kBtu/hr Entry Power Volt Current 1 Electric Heat Pump None HSPF: 8.70 24.0 0.00 0.00 0.00 sys#1 1 COOLING SYSTEM System Type Subtype AHRI # Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm 1 Central Unit None SEER:15 24.0 720 0.75 sys#1 1 HOT WATER SYSTEM System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Electric None Garage 0.94 (--) 40.00 gal 60 gal 120 deg Standard None 0 Recirculation Recirc Control System Type Loop Branch Pump DWHR Facilities Equal DWHR Other Credits length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None DUCTS Duct ----Supply-------Return---- Air CFM 25 CFM 25 HVAC # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6.0 238 ft' Main 6.0 60 ft' Default Leakage Main (Default) (Default) 1 1 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM HRV Fan Run Time Heating System Cooling System Runtime Vent 60.0 0.0 0.0 0.0 W 0 % 1 - Electric Heat Pump 1 - Central Unit 5/17/2018 11:19:43 AM EnergyGauge® / USRCZB v6.0 Page 3 Building Input Summary Report TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling [ ] Jan Feb Mar Apr May [X] Jun [X] Jul [X] Aug X] Sep Oct [ ] Nov [ ] Dec Heating [X] Jan X) Feb X] Mar Apr May []Jun []Jul []Aug Sep Oct [X] Nov [X] Dec Venting []Jan Feb X] Mar X) Apr May []Jun []Jul [ ] Aug Sep X) Oct [X] Nov [ ] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 REFRIGERATORS ID Type Screen Location Quantity Vol Frz, Vol Make Model Schedule kWhPerYr 1 Default Refrigerator Default New Main 1 26 5 HERS2011 HARD WIRED LIGHTING ID Type Screen Location Total# Quantity# Comp FI All Other FI Bulb Type Schedule Wafts per bulb 1 Hard -Wired Default Main 20 2 HERS2011 60 2 Hard -Wired Default Exterior 20 2 HERS2011 60 3 Hard -Wired Default Garage 20 2 HERS2011 60 MISC ELECTRICAL LOADS ID Type Screen Location Item Quantity Catagory Operating Schedule Off Standby 1 Misc Elec Load Simple Default Main 1 1 HERS2011 1 CEILING FANS ID Type Screen Default/New cfmperW fleilingFan Default New Standard 5/17/2018 11:19:43 AM EnergyGauge® / IJSRCZB v6.0 Page 4 Building Input Summary Report APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.930 0.930 0.930 0.930 0.930 0.930 0.930 0.980 0.460 0.270 0.270 0.270 Released: 100 % PM 0.270 0.270 0.270 0.270 0.330 0.610 1.000 1.000 0.930 0.930 0.930 0.930 refrig peak: 94 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 Released: 100 % PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 Released: 30 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 E-cDry peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 Released: 15 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 dWash peak: 0 W AM 0.139 0.050 0.028 0.024 0.029 0.090 0.169 0.303 0.541 0.594 0.502 0.443 Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1.000 0.800 0.597 0.383 0.281 E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.400 Released: 80 % PM 0.457 0.343 0.286 0.400 0.571 1.000 0.857 0.429 0.286 0.229 0.171 0.114 TVs peak: 226 W AM 0.100 0.050 0.050 0.050 0.100 0.200 0.400 0.450 0.400 0.200 0.100 0.100 Released: 100 % PM 0.050 0.050 0.150 0.450 0.850 1.000 0.950 0.800 0.500 0.250 0.150 0.100 cFan peak: 170 W AM 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 0.250 0.250 0.250 0.250 Released: 100 % PM 0.250 0.250 0.250 0.250 0.250 0.250 0.550 0.600 0.600 0.600 0.600 0.600 Igts-in peak: 455 W AM 0.160 0.150 0.160 0.180 0.230 0.450 0.420 0.260 0.190 0.160 0.120 0.110 Released: 100 % PM 0.160 0.170 0.250 0.270 0.340 0.550 0.600 0.880 1.000 0.880 0.510 0.280 Igts-out peak: 43 W AM 1.000 1.000 1.000 1.000 1.000 0.750 0.750 0.000 0.000 0.000 0.000 0.000 Released: 0 % PM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.750 0.750 1.000 Igts-gar peak: 37 W AM 0.000 0.000 0.000 0.000 0.000 0.500 0.750 1.000 0.750 0.500 0.000 0.000 Released: 0 % PM 0.000 0.000 0.500 0.500 0.750 1.000 0.750 0.500 0.000 0.000 0.000 0.000 MEL peak: 0 W AM 0.500 0.500 0.500 0.750 0.750 0.850 1.000 1.000 1.000 1.000 0.900 0.900 Released: 90 % PM 0.900 0.900 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.850 0.750 0.750 5/17/2018 11:19:43 AM EnergyGauge® / USRCZB v6.0 Page 5 Florida Code Summary Report OWNER Title: 907 WILLOW AVE TMY City: FL_ORLANDO_INTL 907 WILLOW AVE FLProp2017 Elec Util: EnergyGauge Default SNAFORD, FL, Gas Util: EnergyGauge Default Registration #: Run Date: Energy Uses Reference Home Proposed Home a -Ratio Heating 0.97 MBtu 0.81 MBtu 0.84 Cooling 9.26 MBtu 9.38 MBtu 1.01 Hot Water 8.21 MBtu 8.32 MBtu 1.01 Total 18.45 MBtu 18.51 MBtu 1.00 Building Loads Reference Home Proposed Home a -Ratio Heating 2.29 MBtu 1.91 MBtu' 0.84 Cooling 30.43 MBtu 30.81 MBtu" 1.01 Hot Water 7.74 MBtu 7.84 MBtu" 1.01 Total 40.46 MBtu 40.57 MBtu 1.00 normalized modified loads Glass/Floor Area: 0.125 Total Proposed Modified Loads: 40.57 ®ASSTotalReferenceLoads: 40.46 PASS 5/17/2018 11:19 AM EnergyGauge® USA - / Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: OWNER Community: Lot: NA Address: 907 WILLOW AVE City: SNAFORD State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 airchangesperhouratapressureof0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): _ 5.000 x 60 + 9520 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans 1-1 PASS ® Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(9, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: I hereby verify .that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 5/17/2018 11:20:05 AM EnergyGaugeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 2011 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 907 WILLOW AVE Builder Name: OWNER Street: 907 WILLOW AVE Permit Office: City, State, Zip: SNAFORD , FL , Permit Number: U Owner: OWNER Jurisdiction: w Design Location: FL, Orlando c) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls Walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Dud shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind 612ing and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids n . _ ___. _!___ [ 1.^ AAA 5/17/2018 11:20 AM ion of log waus snau ° EnergyGauge® USA We 6th Edition (2017) Compliant Software Page 1 of 1 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Main 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 24.0 a) Split system SEER 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1190 d) Room unit/PTAC EER e) Other 15.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.550 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.500 14. Heating system: Capacity 24.0 c) Area 7c. 149.0 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.70 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.94 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 0 Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 11.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans Yes a) Under attic 11 a. 30.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 907 WILLOW AVE City/FL Zip: SNAFORD, FL 5/17/2018 11:21:31 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary OWNER Project Title: 907 WILLOW AVE 907 WILLOW AVE SNAFORD, FL 5/17/2018 Location for weather data: Orlando, FL - Defaults: Latitude(28.43) Altitude(118 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 44 r. Winter design temperature(TMY3 99%) 36 F Summer design temperature(TMY3 99%) 93 F Winter setpoint TO F Summer setpoint 75 F Winter temperature difference 34 F Summer temperature difference 18 F Total heating load calculation 17079 Btuh Total cooling load calculation 20169 Btuh Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh Total (Electric Heat Pump) 140.5 24000 Sensible (SHR = 0.75) 132.4 18000 Heat Pump + Auxiliary(O.OkW) 140.5 24000 Latent 91.2 6000 Total Electric Heat Pump) 119.0 24000 WINTER CALCULATIONS Winter Heatino Load (for 1190 sqft Load component Load Window total 149 sqft 2786 Btuh Wall total 999 sqft 3222 Btuh Door total 60 sqft, 714 Btuh. Ceiling total 1190 sqft 1269 Btuh Floor total 1190 sqft 4774 Btuh Infiltration 0 cfm 0 Btuh Duct loss 2058 . Btuh Subtotal 14844 Btuh Ventilation 60 cfm 2236 Btuh TOTAL HEAT LOSS 17079 Btuh Summer Coolinq Load (for 1190 sqft 1 Floors(28.OS6) SUMMER CALCULATIONS Doors(4.2%) Load component Load Window total 149 sqft 3503 Btuh Wall total 999 sqft 2461 Btuh Door total 60 sqft 609 Btuh Ceiling total 1190 sqft 1630 Btuh Floor total 0 Btuh Infiltration 0 cfm 0 Btuh Internal gain 2120 Btuh Duct gain 2084 Btuh Sens. Ventilation 60 cfm 1184 Btuh Blower Load 0 Btuh Total sensible gain 13591 Btuh Latent gain(ducts) 589 Btuh Latent gain (infiltration) 0 Btuh Latent gain(ventilation) 1789 Btuh Latent gain(intemal/occupants/other) 4200 Btuh Total latent gain 6577 Btuh TOTAL HEAT GAIN 20169 Btuh 8th Edition walls(12.2%) Doors(3.U56) Ducts(13.3%) IntGain(10.5°k) Latent int(20.8%) EnergyGauge® System Sizing PREPARED BY: DATE: 5-17-18 EnergyGauge® / USRCZB v6.0 Ceilings(75%) Windo rs(16.356) Vent(13.1 %) OWS(12.1%) Ceilings(8.1%) Windows(17.4%) Vent(14.7%) System Residential OWNER 907 WILLOW AVE SNAFORD, FL Sizing Calculations - Winter Load - Whole House Component Details Project Title: 907 WILLOW AVE Building Type: User 5/17/2018 Reference City: Orlando, FL (Defaults) Winter Temperature Difference: 34.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.50 Metal 0.55 W 20.0 18.7 374 Btuh 2 2, .NFRC 0.50 Metal 0.55 W 10.0 18.7 187 Btuh 3 2, NFRC 0.50 Metal 0.55 N 45.0 18.7 842 Btuh 4 2, NFRC 0.50 Metal 0.55 E 20.0 18.7 374 Btuh 5 2, NFRC 0.50 Metal 0.55 E 9.0 18.7 168 Btuh 6 2, NFRC 0.50 Metal 0.55 S 45.0 18.7 842 Btuh Window Total 149.0 s ft 2786 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load Cav/Sh) 1 Frame - Wood Ext (0.095) 11.0/0.0 47 3.23 151 Btuh 2 Frame - Wood Ext (0.095) 11.0/0.0 37 3.23 118 Btuh 3 Frame - Wood Ext (0.095) 11.0/0.0 278 3.23 896 Btuh 4 Frame - Wood Ext (0.095) 11.0/0.0 140 3.23 452 Btuh 5 Frame - Wood Ext (0.095) 11.0/0.0 67 3.23 216 Btuh 6 Frame - Wood Ext (0.095) 11.0/0.0 307 3.23 990 Btuh 7 Frame - Wood Adj (0.095) 11.0/0.0 117 3.23 378 Btuh 8 Frame - Wood Adj (0,095) 11.0/0.0 7 3.23 22 Btuh Wall Total 999 s ft 3222 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.350) 20 11.9 238 Btuh 2 Insulated - Exterior, n (0.350) 20 11.9 238 Btuh 3 Insulated - Garage, n (0.350) 20 11.9 238 Btuh Door Total 60 s ft 714Btuh Ceilings 1 Type/Color/Surface Ueff. Vented Attic/L/Shing (0.032) R-Value 30.0/0.0 Area X 1190 HTM=' 1.1 Load 1289 Btuh Ceilinq Total 11 90s ft 128913tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade 1.180) 0.0 119.0 ft(perim.) 40.1 4774 Btuh Floor Total 1190 s ft 4774 Btuh Envelope Subtotal: 12785 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natu ra I (Adjusted for ventilation) 0.29 9520 1.00 0.0 0 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Con) DLM of 0.161) 2058 Btuh All Zones Sensible Subtotal All Zones 14844 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) OWNER Project Title: 907 WILLOW AVE 907 WILLOW AVE SNAFORD, FL Building Type: User 5/17/2018 E HOUSE TOTALS Subtotal Sensible Heat Loss 14844 Btuh Totals for Heating Ventilation Sensible Heat Loss 2236 Btuh Total Heat Loss 17079 Btuh EQUIPMENT 1. Electric Heat Pump # 24000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) PF Version 8 EnergyGauge® / USRCZB v6.0 Page 2 System SWng Calculafu®ns o Summer Residential Load - Whole House Component Details OWNER Project Title: 907 WILLOW AVE 907 WILLOW AVE SNAFORD, FL 5/17/2018 Reference City: Orlando, FL Temperature Difference: 18.OF(TMY3 99%) Humidity difference: 44gr. Component Loads for Whole House Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.50, 0.55 B-L No W 1.Oft. 2. Oft. 20.0 0.0 20.0 14 34 686 Btuh 2 2 NFRC 0.50, 0.55 B-L No W 1.0ft. 3.Oft. 10.0 0.0 10.0 14 34 343 Btuh 3 2 NFRC 0.50, 0.55 B-L No N 1.3ft. 0.7ft. 45.0 0.0 45.0 14 14 619 Btuh 4 2 NFRC 0.50, 0.55 B-L No E 1.0ft. 3.Oft. 20.0 0.0 20.0 14 34 686 Btuh 5 2 NFRC 0.50, 0.55 B-L No E 11.0f 0.7ft. 9.0 9.0 0.0 14 34 124 Btuh 6 2 NFRC 0.50, 0.55 B-L No S 1.3ft. 0.7ft. 45.0 45.0 0.0 14 16 619 Btuh Excursion 427 Btuh Window Total 1 149 (sqft) 1 3503 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame - Wood - Ext 0.09 11.0/0.0 46.7 2.6 120 Btuh 2 Frame - Wood - Ext 0.09 11.0/0.0 36.7 2.6 94 Btuh 3 Frame - Wood - Ext 0.09 11.0/0.0 277.7 2.6 714 Btuh 4 Frame - Wood - Ext 0.09 11.0/0.0 140.0 2.6 360 Btuh 5 Frame - Wood - Ext 0.09 11.0/0.0 67.0 2.6 172 Btuh 6 Frame - Wood - Ext 0.09 11.0/0.0 307.0 2.6 789 Btuh 7 Frame - Wood - Adj 0.09 11.0/0.0 117.3 1.7 200 Btuh 8 Frame - Wood - Adj 0.09 11.0/0.0 6.7 1.7 11 Btuh Wall Total 999 (sqft) 2461 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 20.0 10.1 203 Btuh 2 Insulated - Exterior 20.0 10.1 203 Btuh 3 Insulated - Garage 20.0 10.1 203 Btuh Door Total 60 (sqft) 609. Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1190.0 1.37 1630 Btuh Ceiling Total 1190 (sqft) 1630 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1190 (ft-perimeter) 0.0 0 Btuh Floor Total 1190.0 (sqft) 0 Btuh Envelope Subtotal: 8203 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural(Adjusted for ventilation) 0.00 9520 1 0.0 0 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 1200 2120 Btuh Sensible Envelope Load: 10323 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Condi) DGM of 0.202) 2084 Btuh Sensible Load All Zones 12408 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) OWNER Project Title: Climate: FL_ORLANDO_INTL_ARPT 907 WILLOW AVE 907 WILLOW AVE SNAFORD, FL 5/17/2018 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 10323 Btuh Sensible Duct Load 2084 Btuh Total Sensible Zone Loads 12408 Btuh Sensible ventilation 1184 Btuh Blower 0 Btuh Whole House Total sensible gain 13591 Btuh Totals for Cooling Latent infiltration gain (for 44 gr. humidity difference) 0 Btuh Latent ventilation gain 1789 Btuh Latent duct gain 589 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 3400 Btuh Latent total gain 6577 Btuh TOTAL GAIN 20169 Btuh EQUIPMENT 1. Central Unit # 24000 Btuh Key: Window types (Panes - Number and type of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value) U - Window U-Factor) InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed IS - Insect screen: none(N), Full(F) or Half(''/s)) Omt - compass orientation) EnergyGauge® / USRCZB v6.0 Page 2 System Sizing calculations - Winter Residential Load - room by Doom Component Details OWNER 907 WILLOW AVE SNAFORD, FL Project Title: 907 WILLOW AVE Building Type: User Reference City: Orlando, FL (Defaults) Winter Temperature Difference: 34.0 F (TMY3 99%) Component Loads for Room #1: Main 5/17/2018 Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.50 Metal 0.55 W 20.0 18.7 374 Btuh 2 2, NFRC 0.50 Metal 0.55 W 10.0 i 8.7 187 Btuh 3 2, NFRC 0.50 Metal 0.55 N 45.0 18.7 842 Btuh 4 2, NFRC 0.50 Metal 0.55 E 20.0 18.7 374 Btuh 5 2, NFRC 0.50 Metal 0.55 E 9.0 18:7 168 Btuh 6 2, NFRC 0.50 Metal 0.55 S 45.0 18.7 842 Btuh Window Total 149.0 s ft 2786 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load Cav/Sh) 1 Frame - Wood Ext (0.095) 11.0/0.0 47 3.23 151 Btuh 2 Frame - Wood Ext (0.095) 11.0/0.0 37 3.23 118 Btuh 3 Frame - Wood Ext (0.095) 11.0/0.0 278 3.23 896 Btuh 4 Frame - Wood Ext (0.095) 11.0/0.0 140 3.23 452 Btuh 5 Frame - Wood Ext (0.095) 11.0/0.0 67 3.23 216 Btuh 6 Frame - Wood Ext (0.095) 11.0/0.0 307 3.23 990 Btuh 7 Frame - Wood Adj (0.095) 11.0/0.0 117 3.23 378 Btuh 8 Frame - Wood Adj (0.095) 11.0/0.0 7 3.23 22 Btuh Wall Total 999 s ft 3222 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.350) 20 11.9 238 Btuh 2 Insulated - Exterior, n (0.350) 20 11.9 238 Btuh 3 Insulated - Garage, n (0.350) 20 11.9 238 Btuh Door Total 60 s ft 714Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing 0.032) 30.0/0.0 1190 1.1 1289 Btuh Ceilinq Total 1190 s ft 1289Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade 1.180) 0.0 119.0 ft(perim.) 40.1 4774 Btuh Floor Total 1190 s ft 4774 Btuh Room Envelope Subtotal: 12785 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural(Adjusted for ventilation) 0.29 9520 1.00 0.0 0 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) DLM of 0.161) 2058 Btuh Room #1 Sensible Room Subtotal 14844 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Winter calculations Residential Load - Component Details (continued) OWNER Project Title: 907 WILLOW AVE 907 WILLOW AVE SNAFORD, FL Building Type: User 5;17/201 OLE HOUSE TOTALS Subtotal Sensible Heat Loss 14844 Btuh Totals for Heating Ventilation Sensible Heat Loss 2236 Btuh Total Heat Loss 17079 Btuh EQUIPMENT 1. Electric Heat Pump I # Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (Manual] Heat Transfer Multiplier) 24000 Btuh r RI&L S EnergyGauge® / USRCZB v6.0 Page 2 System Residential OWNER 907 WILLOW AVE SNAFORD, FL Reference City: Orlando, FL SWng Ca8culafa®ns o Summer Load - Room by Room Component Details Project Title: 907 WILLOW AVE 5/ 17/ 201 v Temperature Difference: 18.OF(TMY3 99%) Humidity difference: 44gr. i Component Loads for Room #1: Main Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U In1-S,h IS Ornt Len H tt Gross Shaded UnshadedShaded Unshaded I 2 NFRC 0.50, V.55 B-L No VY 1.0ft. 2.Oft. 20.0 V.0 20.0 14 34 p686 iiilih 2 2 NFRC 0.50, 0.55 B-L No W 1.0ft. 3.Oft. 10.0 0.0 10.0 14 34 343 Btuh 3 2 NFRC 0.50, 0.55 B-L No N 1.3ft. 0.7ft. 45.0 0.0 45.0 14 14 619 Btuh 4 2 NFRC 0.50, 0.55 B-L No E 1.0ft. 3.Oft. 20.0 0.0 20.0 14 34 686 Btuh 5 12 NFRC 0.50, 0.55 B-L No E 11.0f 0.7ft. 9.0 9.0 0.0 14 34 124 Btuh 6 2 NFRC 0.50. 0.55 B-L No S 1.3ft. 0.7ft. 45.0 45.0 0.0 14 16 619 Btuh Window Total 1 1 149 (sqft) 3077 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame - Wood - Ext 0.09 11.0/0.0 46.7 2.6 120 Btuh 21 Frame - Wood - E M19 41.0/0.0 36.7 2.5 84 Btuh 3 Frame - Wood - Ext 0.09 11.010.0 277.7 2.6 714 Btuh 4 Frame - Wood - Ext 0.09 11.0/0.0 140.0 2.6 360 Btuh 5 Frame - Wood - Ext 0.09 11.0/0.0 67.0 2.6 172 Btuh 6 Frame - Wood - Ext 0.09 11.0/0.0 307.0 2.6 789 Btuh 7 Frame - Wood - Adi 0.09 11.0/0.0 117.3 1.7 200 Btuh 8 Frame - Wood - Adj 0.09 11.0/0.0 6.7 1.7 11 Btuh Wall Total 999 (sqft) 2461 Btuh Doors Type Area (sqft) HTM Load 1 I Insulated - Exterior 20.0 10.1 I 203 Btuh 2 Insulated - Ertorlor 20.0 10.1 203 Btuh 3 Insulated - Garage 20.0 10.1 203 Btuh Door Total 60(sqft) 609 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1190.0 1.37 1630 Btuh Ceiling Total 1190 (sqft) 1630 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1190 (ft-perimeter) 0.0 0 Btuh Floor Total 1190.0 (sqft) 0 Btuh Zone Envelope Subtotal: 7777 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural(Adjusted for ventilation) 0.22 9520 1.00 0.0 0 Btuh Internal Occupants Btuh/ovvUpunt Appliance Loud 1 gain 4 X 230 + 1200 2120 Btuh Sensible Envelope Load: 9897 Btuh DarlctloadlAveragesealed, Supply(R6.0-Attic), Return(R6.0-Cond.) DGM of 0.202) 1998 Btuh Sensible Zone Load 11895 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) OWNER Project Title: Climate: FL_ORLANDO_INTL_ARPT 907 WILLOW AVE 907 WILLOW AVE SNAFORD, FL ( 5%17,'201 V The following window Excursion will be assigned to the system loads. Windows July excursion for System 1 427 Btuh Excursion Subtotal: 427 Btuh i Duct load 86 Btuh Sensible Excursion Load 513 Btuh EnergyGauge® / USRCZB v6.0 Page 2 Manual J summer calculations Residential Load - Component Details (continued) OWNER Project Title: Climate: FL_ORLANDO_INTL_ARPT 907 WILLOW AVE 907 WILLOW AVE SNAFORD, FL 51 4,7100 1 8 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 10323 Btuh Sensible Duct Load 2084 Btuh Total Sensible Zone Loads 12408 Btuh Sensible ventilation 1184 Btuh Blower 0 Btuh Whole House Total sensible gain 13591 Btuh Totals for Cooling Latent infiltration gain (for 44 gr. humidity difference) 0 Btuh Latent ventilation gain 1789 Btuh Latent duct gain 589 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 3400 Btuh Latent total gain 6577 Btuh TOTAL GAIN 20169 Btuh EQUIPMENT 1. Central Unit 1 24000 Btuh Key: Window types (Panes - Number and type of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value) U - Window U-Factor) InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed IS - Insect screen: none(N), Full(F) or Half('/x)) Omt - compass orientation) Version 8 EnergyGauge® / USRCZB v6.0 Page 3 OWNER 907 WILLOW AVE. SNAFORD, FL Residential Window Diversity Midsummer Project Title: 907 WILLOW AVE 5/17/201 V i Weather data for: Orlando - Defaults i Summer design temperature 93 F Average window load for July 2079 Btuh Cooling setpoint 75 F Peak window load for July 3129 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 2702 Btuh Latitude 28.43 No Window excursion (July) 427 Btuh 31000 2..500 1.000 WINDOW Average and Peak Loads TCh art sae•aa vaaa a aa•a a•a a••aa•a_•a•iaae••r•a>_••ar••r L r 7 v v i4' Yyy v go OF Window Load,( ) —• Limitfor el cur.sion o 12'. Hour Average Total July Window Load(Radiation and conduction) This application has glass areas that produce large heat gains for part of the day. Variable air volume devices are required to overcome spikes in solar gain for one or more rooms. Install a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGauge® System Sizing for Florida residences only PREPARED B GANNON DATE: 5-17-18 EnergyGauge® / USRCZB v6.0 OWNER 907 WILLOW AVE SNAFORD, FL Residential Window Diversity October Project Title: 907 WILLOW AVE 5;17/2018 I Weather data for: Orlando - Defaults I Summer design temperature 93 F Average window load for October 2054 Btuh Cooling setpoint 75 F Peak window load for October 2851 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 2670 Btuh Latitude 28.43 North Window excursion October 181 Btuh 1 .D WINDOW Average and Peak Loads TCh art a.: a Z", Y i yY a0 r Y Yr yr Y c; 61 10 12 14 1.16 18 20 I-- Window Load (Btuh) -• Lim.itfor excursion 12: Hour Average I Total October Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge® System Sizing for Florida residences only PREPARED BY: fAN ON BOGGS Ill DATE: 5-17-18 EnergyGaugeO / USRCZB v6.0 M 1- N4 O M 4, i w i A z w E', O03 r i Z 4Q ' w E Q rJ Nz0 LLJ O r\ - M U_ IM i CD Q a LLI k p 3 y Q ° Q ao Gam.. O U O U 5 Surveyors Notes U Z O W a m Qa J a O LLJ kl R PG a J XA00 BOUNDARY SURVEY of LOT 7, BLOCK 11, TRACT "G° TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 115, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA i O O O O O O 0 O 1. The bearings shown hereon are based upon the east right of way line of Willow Avenue, having a bearing of S 00°00'00" E per plat. 2. Only above -ground evidence of existing utilities is shown hereon. 3. Not valid without the signature and the original raised seal of the Professional Surveyor and Mapper. 4. The subject property appears to lie in Zone A, area determined to be outside the 0.2% annual chance f/oodplain, according to Flood Insurance Rate Map Community Panel Number 12117C0070F, dated September 28, 2007. 5. Additions and deletions to survey maps, sketches, or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. This survey is certified to and prepared for the sole and exclusive benefit of the entities and / or individuals listed and shall not be relied on by any other entities or individuals. 7. All field measurements taken for this survey were made with Robotic Total Station and/or steel tape. Accuracy: Suburban: Linear: 1 foot in 7,500 feet. N90 ° 00' 00 "E It- 25.0' - PROPOSED DRIVE 5'BSL Fi STOOP- 61.3' PROPOSED SINGLE STORY RESIDENCE 173 907 WILLOWAVENUE p 1FINISHED FLOOR 10.01 a 7, ELEVATION = 29.8' F_ COVERED ENTRY _ I 29,2 S90 ° 00, 0011W 117. 00' q4 of I N m LOT BLOCK 11 N PORCH TRACT G 293. ( VACANT) 5' BSL 29.3 117.00' LEGEND O - INDICATES SET 5/8" IRON ROD & CAP " LB #7917" Q - INDICATES FOUND NAIL DISK - NOT LEGIBLE D.U. E. -DRAINAGE& UTILITY EASEMENT PC - POINT OF CURVATURE PI - POINT OF INTERSECTION DRAINAGE FLOW BSL -BUILDING SETBACK LINE O R O O O O O O W J J Q SCALE: 1"= 20' HARTLE_ ,., Q,'_' R (R!Y,J,,NG, INCALTAPONT SPRING, S;•FL _V714 407--83- fj9V, -9415 (§4X, LB #7197 i4 State of - ,,1 a =_ 716 17 RECORD ,P 1eCity of Sanford Buildinge'II and Fire Prevention Product Approval Permit # # 1 6' 27 00 Specification M BOIL-" vC SA,UrQ. D o A Rl7v1,` Project Location Address 907 Willow Ave, Sanford, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Single and double opaque or glazed panels insulated fiberglass w/ wood frames FL-15226 Sliding Sectional Roll U Automatic Other Wayne -Dalton 9' Max width/14' Max height FL-8248.1 2. Windows Single Hung MI Windows & Doors Steel reinforced -non impact FL-17676-R5-II Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED LANDMARK Asphalt shingles 16-1109-18 Underla ments INTERWRAP Synthetic polymer underlayment 14.0603-18 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives ! Coating Karnak Plastic Cement FL-1026_R5_C_CAC Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name IAJI(IIL- C,clf\ -,fo z-bWV)-V`IIIj Please Print) June 2014 RECORD COPY 32' 20' 12' — A05lieW 99 91CLa' 9 0 1 2700 0N gUICp aA NF0R A' R11v1E, v v O t0 00 ITV I V N NV 3m 0, SJ 0 S ~ q.ft Fascia M E LL ON U = 4i ocE9- n U N W wEp 0.2Ow oU JOB NO: 1814883 15'4" 8'4" — 8'4" { 32' I PAGE NO: 1 OF 1 N N N N N N 13'10" N N N N iv VAULTED CLG. N N N N co Q N N N A04 13'4" Om CV N NOm V B03 N N Roof Plane Sheathing Area = 2084 s o Gable Sheathing Area = 331 sq. ft U N Total Sheathing Area = 2414 sq. ft Fascia Material = 129 linear ft N Valley Flashing Material = 0 linear ft Ridge Cap Material = 65 linear ft Hip Ridge Material = 0 linear ft N N JOD:(10_1400.5) / AU I Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 0 E1 R3 I KIJ UVVU. NK th'AKtU LST I I'1t ALh'IINt JUU ULZIAa NMK I'KUtPKAM rKUM I KUJJ Mt-K-D LA UU I 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L1360 live and U240 total load. Creep increase factor for dead load is 2.00. 16' j— 19,10" - I 12'2" al 1'4"I R=796# U=83# RL=140/-140# W=4" Rigid Surface) LEFT RAKE = 1'5"5 DESC. = A01 PLT. TYP.-WAVE DESIGN GRIT=FBC2017RESITP1-2014 32' R=1827# U=174# W=4" Rigid Surface) QTY= 5 TOTAL= 5 MN01IDINO THE INSTALLERS. Trusua,"dn extreme pre m fab kafing, herding. Yeppbq, kWaling am bracing. Rear to and follow the We. edition of BCSI (Bundeq Compor Safety beormalion, by TPI erM WTCA) for eatery practices prior to pedmming Ihaae f Wl ne. Irulelm %Ml W-W, amponry bracing per SCSI. UNaaa —ad olM ivtopcho,d shell haw properly ao.,h d atructunl ".11ing a,M bottom cho,d elan haw a Wopedy .cached rigid ceiling. Locations shown for parmaron Wtenl ,eababe of weba Pall haw bracing i,Wana,I p, BCSI eacfiore 53. B7 or 810. as applicable. Apply plate%to each ace of buaa arM Pos4ion as shown above and on me Jore ra M. Deab. Weted oU+enviw. Rate, to dnwegs 160A-Z for -..,d pate poeid—. ITW Belding Com, o M, Group Ins. alai not be rest,—ible for any deviafiw I— Ilea drawing, any lelure to buld IN truss in co fo,mance weh ANSIfrPI 1, ar for handir g. shipping. eartalagon It bracbp of trusses. A aeal on Wa drawlnp a Dover Papa 119ft drla dneMg, Irel"t a --PWwa of plotaaJonY erylaerFp naparislbUy aolay for the doalpn Yawn Tit. uAb ft and car of tlda d—Wp for any ebrcM a lla .q n lbUy of the Bdtlbp Deelpnv Par ANSVTPI 1 Sea7- Fa man Wfmmatan ass thW job's guwal rates paps and these web Ytas: ITWBCG: www.iwbcg. ; TPI: www.tpinst.org; WTCA www.aborW-ry.wm; ICC: www.iccsaa.org i 1' 4" 1 R= 400# U=42# W=3"8 Rigid Surface) RIGHT RAKE = 1'5"5 SEQ = 795522 REV. 18.01.00.0323.07 SCALE=0.1875 TC LL TC DL BC DL BC LL TOT. LD. 20. OPSf 1 O.OPSf 10. 0PSf O. OPSf 40. OpSf REF DATE DRWG 05-09-2018 KP O/ A LEN. 32 DUR. FAC. 1.25 JOB #: 1814883 SPACING 24.0" TYPE COMN IOD:(ltSl4tSt55) /AU5 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. LEFT RAKE = VY5 DESC.= A05 PLT. TYP.-WAVE 16' DESIGN CRIT=FBC2017RESfrPI-20t4 FT/RT-20%(0%y10(0) I F11J UW(.b. YK t YAK tU dY I Fit ALYI Nt JUl7 UtWUN tK IK(JUKAM I-KUM I KUJJ W WtS LAY UU I All plates are 1.5X4 except as noted. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 2.50 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent live load. 32' R=100plf U=100plf RL=8/-8plf W=20' Rigid Surface) QTY= 1 TOTAL= 1 e9MPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a r.qC axb.ms ors in Nbr, omfirr , hendlrq, sipping,'vW.Airg eM bndng. Rate, 1..rd tw IM atest."ton a BCSI (SWdsV Co M-. Safety Information, by TPI and WfCA) to. saf.ty dins Prior to p.rformiW It... Nwio-. I —I.. ahal W-W. I.mMmq bmang par BCSI. sY rated atherwa., top d-d shell have properly attached sr —twat sheathing and bottom chord 11 M- a propery to a d perrigid I sects Lool'aro 4wwn for p.rmaMN erase platest of webs11hevabreangimagedparSCSIssaiwB7. b or BID. as eppl Mod Apply patsy to eeM feuwandirva1asZfornaboveandonpreJointpale. Weu noted otherwia.. ar b drawings 16Ga2lor stardard Plate poslioru. f. Ba to b Cd the t rls crow 1no. shoe not be r.sponaba for any lirg.fion from kw latronkvtobuildtheWesacoaormerrowithANSI/TPI 1, or la herding, ahippirp, inNalaaonAatrges... to ew on pa drwMp or mvaf pegs NOV al. drys• Ydluty, eaaparrea a ptotaaalorral y y alrtg le a 4. the y ealay, It IM deeyn ehoyrn Tlr. per AN erld tar a the dnwapmy .agar,. a nw tnporulwty a u. emdlno Dawns w u+suipl t sac2 For more irdormstion see the job's general notes page and theca web sites: ITWBCG: www.Ewbcg.mm; TPI: www.Ipinslorg; WiCA www.abdM,,stry.00m; ICC: www.iocsaWorg 16' R=87pff U=100plf W=12' Rigid Surface) RIGHT RAKE = 1'5"5 SEQ = 795525 REV. 18.01.00.0323.07 SCALE=0.1875 TC LL TC DL BC DL BC LL TOT.LD. 20.OpSf 10.0PSf 10.0PSf O.OPSf 40.Opsf REF DATE DRWG 05-09-2018 KP O/A LEN. 32 DUR.FAC. 1.25 JOB* 1814883 SPACING 24.0" TYPE GABL JOO:k 1014OOJ) / HUL Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 :T3, T4 2x4 SP SS Dense: Bot chord 2x4 SP #2 :B2 2x4 SP SS Dense: Webs 2x4 SP #2 Lumber value set "138" uses design values approved 1 /30/2013 by ALSC Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4 17'6"8 R=1396# U=148# RL=154/-154# W=4" Rigid Surface) LEFT RAKE = 1'5"5 DESC. = A02 PLT. TYP.-WAVE DESIGN CRIT=F8C2017RES/TPI-2014 FTIRT=2D%(0%y10(0) I 1`11J UVVU. YKCF'AKrU by I I"IC ALI'IIVC JUC UtOKINtlt YKULOKAM hKUM I KUDb Mt-K'J LAYUU 1 139 mph wind, 15.00 ft mean hgl, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.19" due to live load and 0.19" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.34" due to live load and 0.69" due to dead load at X = 17-10-0. 16' 12 32' — 1 QTY= 8 TOTAL= 8 IMPORTANT'' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trwws repJne awems — in Nbriotinp, hMfing, shipping, imaf g and lancing. Rah, to aM low Ih lateu edition of BCSI (Busd'ag Comp—rs Ssfety Wormatlon, by TPI .M WTCA) Ia safe, adios, prior to parlormirg thus luntliorv. IrWaNn u,al prods temporary bracing per BCSI. Nees Wtsd dhrwiss, top chord shell It— property attached stn,dunl sheeWng sM bm G obono,d W11 hw . propady atW hd rigid osilirg. Locations shown for penms— lateral rsst,aiM of web, ull hw lancing itWall.d pie, BCSI md-tom 83, B7 or B10, - app4"W,. Apply plea, to each lace buu srtd Iwssun as shown above M - lh Jobs D.I.J.. artless Wed othetwtw. f. r to dnwsgs ISG421. ssnds,d plat pordd— ITW Baking C—I—snla Group 1— 0.9 — b. —poruibY h any dawtion from IN. drswinp. y Iah heto Wild the tons in coNor — with ANSUTPI 1, m for h kV. W*ping, nealation bntirg of 1— A eW .n Oft d—ft or gave, prtg• I.11g Wa dn' t. Wk.%.--p-tras W W.M.WW at— Z -p—MIty.W* b, U. d-Ign a— Th. eJlablhy and use .1 M dnwgg r . ny Wu*- la B. n.puWD1Jy of th Buldbg D..Ig— per ANSVTPI 1 Secs. For irdormafirr. ". thu job'. general no4s page .M thew web h.- ITWBCG: www.swb,g.osm: TPI: www.tpi—.ory: WTCA www..bcinduury.—: ICC: www.i—I—g 14' 2" i1 4{ R= 1399# U=147# W=4" Rigid Surface) RIGHT RAKE = 1'5"5 SEQ = 795534 REV. 18.01.00.0323.07 SCALE=0.1875 TC LL TC DL BC DL BC LL TOT. LD. 20. Opsf 1 O.Opsf 10. 0psf O. Opsf 40. Opsf REF DATE DRWG 05-09-2018 KP O/ A LEN. 32 DUR. FAC. 1.25 JOB #: 1814883 SPACING 24.0" TYPE COMN OD:( 16.14LSLSJ) / /AU3 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 :T3 2x4 SP SS Dense: Bot chord 2x4 SP #2 :B2 2x4 SP SS Dense: Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.36" due to live load and 0.73" due to dead load at X = 18-4-0. MA I FIIJ UVVU. YKtNAKtU tlT I r1t ALVIINt JUb Utbl(pINtK VKUUKAM I-KUM IN UZ>Z> Mt -Kb LAY UU 1 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.19" due to live load and 0.20" due to dead load. a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 16' 1111.5X4 12 5 1111.5X4 T3 a 5X6 r 5X6 =8X12 i III 1.SX 3X6(A 1 ` =3X8(A 1) S1 62 _o8I2.5 v 12 32' I..; 17 6 8 ry„8 13'8" 1 4— i R=1396# RL=154/-154# W=4" R=1399# W=4" Rigid Surface) (Rigid Surface) LEFT RAKE = 1'5"5 DESC. = A03 PLT. TYP.-WAVE DESIGN CRIT=FBC2017RESrrPI-201e QTY= 6 TOTAL= 6 MNGIDING THE INSTALLERS. Trusts reglam a o e are in rabdcaWV. ho dl g. 4rpping. nstaling ahe bnctrp. Rafe, to and Wm" latest adW, of BCSI (BuidN ComponaN Safety Momulion, by TPI and WTGA) lar safety wacdas prior to pedwm'aq than rum.— IrWalas "I p—nde temporary bmcbp per BCSI. UrYasa toted othamila top clwd "I hew properly attached atruc I ahealhing .ref botlam chord ahel haw a propady attached rigid c@HN. Locations slwwn br armaaN latml ratraiN of webs still hew bradng baballad per BCSI aW.- 83, 87 w 810, .a appliabl.. Apply pWea to each ft. of true and po",— as shown above and on the .IoiN Detain. Waa mW othamiao. Rehr to dnwip. laz for st.m.m plots positions. ITW BuildiN ComponeNs Group Inc. "I m be oo ormble rot any d.viadon from IN& drawing, my facture to buBd the truce it o fta arwe wdh ANSI/rPI 1, w rot Modulo, aNppiW. bat,htion S br.Ckv of I— . A sal oe w. do 4Vw—pope WtV dft dmwhV, h"te. aa.pa—.1 plolool—I eryYwatYtp n.pemlElb eolaly ru nw de.lgn.lwwn The ltatall Iy veld ua O W. dr.wlttg lot any abuNue Is ft wapon llalky ache SuAft Deelptw per ANSVI'M 1 Sw2 F. more i d—tion.s. Nla job'. general rate. peg. -d fhea web aita: n WBCG:—twbcg.cwn; TPC www 0k at.wg; WTCA www.abeiduWy.com; ICC: www.iocsefa.wg RIGHT RAKE = 1'5"5 SEQ = 795540 REV. 18.01.00.0323.07 SCALE=0.1875 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.0PSf 10.0PSf O.OPSf 40.OpSf REF DATE DRWG 05-09-2018 KP O/A LEN. 32 DUR.FAC. 1.25 JOB #: 1814883 SPACING 24.0" TYPE COMN JOD:(1i514606) / HV4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bol chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "l3B" uses design values approved 1 /30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Bottom chard checked for 10.00 psf non -concurrent live load. 16' 23'6" All plates are 1.5X4 except as noted. 139 mph wind, 15.00 fl mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. a) #3 or better scab reinforcement. Same size & 80 % length of web member. Attach with 10d Box or Gun 0.128"x3",min.)nails @ 6" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 4„ 32' R=1014# U=111# RL=140/-140# W=4" R=614# U=96# W=4" Rigid Surface) (Rigid Surface) LEFT RAKE = 1'5"5 DESC. = A04 PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FTIRT=20%(D%y10D) QTY= 1 TOTAL= 1 WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•= FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. husaea req ik eMreme ore in fabricating, handling. sltlpping, Installing and bracing. Refer to aM It— the tarsal edition ( SCSI (Suldbg Componam Safety INormaton, by TPI aM WTCA) for saf.ty radius prior to performing these Mctiona. IrW 1— Wall provide temporary bnang per SCSI. Neu noted otherwise. top agnd Wg have property attaared Nruhaal Weathing and bottom chord all no- a properly attached rigid ceitug. Locations shown Iw penmurN lateral rasbaira of webs all have bnang installed per SCSI section B3. B7 on BID, as applicable. Apply plates to each face f boas sM poeton as al — above aM on the Joint Gillette, cent.. noted ogwrwiae. efen to dnwiga 1604Z for standard plats positions. ITW Bulling CompomNs Group Inc. "I not be reaponaible foe any deviation hom IN* drawing, 1y f.1— to buttd the buss in conformance whh ANSIRPI 1, on I. haMli g, s*ping. instalation bracing of true»s. A-1 on Oft dnwgg a tgv.r papa 11*4 d" dra-hg, FMlo.l.....aplanea of P-boalerW ngh,a kv nepara y sol.ly for fM design.Itovm. Th. A bMy and u.. of d" dr.wtrg o eny Wuba- I. tM n.p..Mty of fh. Bulwttp D..b— per ANSVM I S.o.2. Fw more hdormadon we this job's general rotas papa all these web shes: ITWSCG: www.lwbcg.—: TPI: www.tpirul.wg: WTCA www.sbcincl—y— ICC: www.iccaafe.org 8'6" =j 1'4"1 R=140p1f U=100p1( W=8'4" Rigid Surface) RIGHT RAKE = 1'S"5 SEQ = 795546 REV. 18.01.00.0323.07 SCALE=0.1875 TC ILL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.Opsf 10.Opsf O.Opsf 40.Opsf REF DATE DRWG 05-09-2018 KP O/A LEN. 32 DUR.FAC. 1.25 JOB #: 1814883 SPACING 24.0" TYPE GABL Job:(1614663) / M;e Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set' 138" uses design values approved 1/30/2013 by ALSC MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 1'4" R=664# U=71# RL=106/-106# W=4" Rigid Surface) I Falb UM3. f KLHAKU) by I tlt ALI'INt JUC UtblUNtK YKUUNAM hKUM I KUJJ MI-K'b LAYUU 1 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 11,101, 11,10" 157' + 8'6" _ i LEFT RAKE = 1'5"5 DESC.= B02 PLT. TYP.-WAVE DESIGN CRIT=FBC2017RESrrPI.2014 FT/RT=2D%(0%YI0(0) 23'8" R=1111# U=120# W=4" Rigid Surface) QTY= 2 TOTAL= 2 IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. musses regdn eWeme care in fabricating. MrMing. Jdpping, instalirg end bn iW. Refer to aM I— tM W.9 edition of SCSI (8,Ading Co W-nt Safety Infonnati n, by TPI end `MCA) for safety Idices prior to perlwminp these furolam. 1 elan sI l wovae lemponiq braang per SCSI. Is. roled ot—i-, top fiord "[I Mve properly 0.d d drudunl M Nng an,I boo— dord ellMw apropedy atucheer SCSI Locations shown bs permanent latentrlater,t o/websellMwbnanpinstilledperSCSIOWonteinortailaapplicable. Apply plates to each faceUussarMpoadionessMwnaboveendoniMJointDetails. udeas rotetl oNerwise. der to dnwbngs 160A-Z for dardard pole positions. TW Bantling Components Group Inc. WI rot be nsponsibk for any deviation from this dmMnp, y III— to band iM truss n-nlormanca w1h ANSVTPI 1, w for handing. shipping. nst,Ution eacng 'soft russes. A Issl on rich dnwMp or rover papa Wtlry rids drawNp, Most. aoropanro oll yroNaabrrl pMadry naponslbYy aWab Iw U. daayn Jaws TM auMbft IrM use of rills dnwMp In, Mru M 0* -t—Mly of- Bu &q DWpnar P. ANSVTPI I Seo2 For more information see this job's general rotes page and these web sites: ITWBCG: www.Awbcq. : TPI: vrww.Ipinst org: WTCA www.sbandustry.rom: ICC: www.i-sefe.org 1' 4" R= 393# U=37# W=3"8 Rigid Surface) RIGHT RAKE = 1'5"5 SEQ = 795549 REV. 18.01.00.0323.07 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT. LD. 20. Opsf 10. 0psf 10. 0psf 0. 0psf 40. Opsf REF DATE DRWG 05-09-2018 KP O/ A LEN. 230800 DIJR. FAC. 1.25 JOB #: 1814883 SPACING 24.0" TYPE COMN I013:(101400,5) / tSUI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 11,10" i 23'6" R=1054# U=114# RL=106/-106# W=4" Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. LEFT RAKE = 1'5"5 DESC. = 601 PLT. TYP.-WAVE DESIGN CRIT=FBC2017RES/rP1-2014FT/RT=20%(O%y10(0) QTY= 2 TOTAL= 2 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. s reRure extreme ore in fabricating, MMUM, shipping, iulaliq and bracing. Refer to and m dns latent edition of SCSI (Buildaq Component Safety Information, by TPI and WrCA) for safety dies prior to perbrming thole M lions. Iruta/ars aM0 provide lemponry bracing per SCSI. on rated othery Ise. top chord atoll hove properly attached W Wvet sheathing end bogan tl Id JI Mve a propery attached rigid oiling. Locations shown for parmanan lateral roness of webs JI Mve b,..w installed per BCSI sections B3. 67 or 810, as applicable. Apply plates to each hoe ss and posbion es shown above end on lha Joint Details, unless noted otherwise. ar to tire mills 160A-Z for standard plate positions. W SUMing Components Group Inc, "I not be responsible for any deviation ham IN, dnwirg. falva to bold the buss in conformance w91, ANSI/TPI 1, or for antltirq, shipping, natelation ciq a on IN,a. A eeal ttnvtbq or lover pegs uutig 1Ne m Th. ftWftyInsfissitst. e — of o/ profeashnalIlnaerhgresponsibilityftoolelyathetheftDoTNa o par Wy end use or 2. drevNqanyawdueI. B,. r..panejblily arm. Bwaw Dplpfter par ANsurvl , s.az For we Mormation no this job's general rates page a,sl these web ilea: ITWBCG: www.dwb g.00m; TPI: www.lpinW.org; WTCA www.sbdrA"ry.com; ICC: www.iccaefe.org iiliflli R=1054# U=114# W=4" Rigid Surface) RIGHT RAKE = 1'5"5 SEQ = 795551 REV. 18.01.00.0323.07 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.Opsf 10.Opsf 0.0psf 40.Opsf REF DATE DRWG 05-09-2018 KID O/A LEN. 230800 DUR.FAC. 1.25 JOB #: 1814883 SPACING 24.0" TYPE COMN JOD:(10140") / DUO Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC See DWGS At4015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 1.5X4 except as noted. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and Gadding load not to exceed 2.50 PSF one face and 24.0" span opposite face. Top chard must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent live load. 11,10" 11,10" 15'2" 1'4" 23'8" R=733# U=114# RL=119/-119# W=4" R=202# U=25# W=4" Rigid Surface) (Rigid Surface) LEFT RAKE = 1'5"5 DESC. = B03 PLT.TYP.-WAVE DESIGN CRIT=FBC2017RESfTPI-2014FT/RT=2D%(0%y10(0) QTY= 1 TOTAL= 1 s=IMPORTANT== FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reQ al: estrame Ile in fabricating. haMgnp, shipping, instalkV and bmdN. Refer to and now dre Ntest dilon of SCSI (Brilding Componem Safety Information. by TPI and WTCA) for safely adios prior b performing these IuMoru. Instalera Nsl provide temporary bradnp per SCSI. Mess rated otherwise, lop chord shell hew properly attached st tolsheathiNandbonamclwrd ull haw a propery attached rgid uiIvV. L. tiom shown for permanent lateml ,,W,Im of webs call haw bracing installed par BCSI sections 63. 07 or BID, as applicable. Apply plates to each tau buss aM posdon as shown above and m tI a JoiN Details, uMs. rated otherwise. elet to drawkys 160A2 for alandard plate positk—. Tw BWdlrw Compom as Gm,p Inc. shall not be responsibl, lot any deviation from IN, drawing. y falure to bold the truss n mnfotma with ANSVTPI 1, w for tandatp, shipping, hstanadon btacing of trustee. A east on Ma dmwkg w oty- pogo lWbv NA drawlro, hdlostas sooeptarws of pro6eslwrl tgtn.ehlg nsporWGty sdey br the dealpn alro The slNMtty and lwa of die dmdng anyry mNdlae I. tti la.poralUtrter yoftheBUWkpDwgperAruYrPI 1 6w2 For more information see this job's general Was papa end these web sites: ITWBCG: _.&bcg. mm: TPC www.tpinst.otg: NTCA www. bdMWrymm: ICC: www.imsale.orp 8'6. 1'4" R=157plf U=100p1f W=8'4" Rigid Surface) RIGHT RAKE = 1'5"5 SEQ = 795562 REV. 18. 01.00.0323.07 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.Opsf 10.Opsf O.Opsf 40.Opsf REF DATE DRWG 05- 09-2018 KP C/ A LEN. 230800 DUR.FAC. 1.25 JOB #: 1814883 SPACING 24. 0" TYPE GABL JOb:(161466J) / t U1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC I HIS UWG. PREPARED BY I HE ALPINt JUB Ut51GNtK PHUGHAM FHOM TRU55 MFR'S LAYOUT 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 7'8" 7'8" 1114X6(R) 5 p12 0f1 v 2X4(A1 - 9 ::::::::: = 2X4(A 1) 8' III 1.5X4 15'4" 1'4" --{ R=714# U=79# RL=76/-76# W=4" Rigid Surface) 1'4" R=714# U=79# W=4" Rigid Surface) LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5 DESC.= C01 SEQ = 795564 PLT. TYP.-WAVE DESIGN CRIT=FBC2017REWPI-2014FTIRT-20%(0%M10(0) QTY= 6 TOTAL= 6 REV. 18.01.00.0323.07 SCALE=0.3750 WARNIN01•• READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF Tresses rplir. extrem. on in fabniubrg, h ralk , Nppng. hW.a'vg .rM bracing. Rehr to .nd follow des let.a "tion of SCSI (Bokfag ComPwreM Safety Wm kbrt, by TPI arM WTCA) for safety pock.. prior to p ftou g IMsa eaWions. IwaMn a 11 F.. Iemponry b,.&V per BCSI. UNeas noted dMrvrue, top Nwd "II MH properly .duh d Nuc 1 ".6ing .nd bottom d-d SMII Ms.. wopedy.ttached right udirg; L—ipns Npwn mr perm.n.ry later.lrestrWM ofwab. ah.n Mw ".mg inWanwn. edpenBCSI .eaea. B7 or BIO....pplivbl.. Apply place.1...N fe e of boas. rM posfion.a aMwn.b and on the Jofra D.I.ds, "."—ad ofrwise. Rater to d—ing. 16042 fen at.M.rd plat. poailiom. ITW Building Componam, Grow Iro. Ns. roc be rewnaibla for any deviation It— IN, drawing, any faiue to buBd tM b%,aa n conformaro. with ANSIrrPI 1, or for Mndkng, tapping, instaaagon abr.oegpftrina... A - Oft dnwing or — pep. tlYro INs drewkg, FMloates eow0—.1 ptak"W it e.1r e ft "yl. aaV.DD-Ig pefANSVrrPI18-2 °nx1"° TC D L 10. 0 psf BC DL 10.Opsf BC LL O. O p sf TOT.LD. 40.Opsf DATE DRWG OS- 09-2018 KP O/ A LEN. 150400 DUR.FAC. 1.25 JOB #: 1814883 SPACING 24. 0" TYPE COMN Fon — irdormeiion see tla job•a g—I rot.. p.ge and IMa. web site.: ITWBCG: www. awbcg. : TPC www.tpinst.mg: WTCA wrw W keltmy— ICC: wwwx—fe.org IOD:(1t514t3tf"S) / I LIZ Value Set: 13B (Effective 6/1 /2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 7.8" I P91J UWU. 1'111=1-AMMU 6 T I I .M —1.— U C JIVIVCrt t"RVVRMM T R VM 1RVJJ-11JLYT VVI All plates are 1.5X4 except as noted. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 2.50 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent live load. W-31 4X4 12 5 F,77- 0 v 2X4(A 1 = 2X4(A1) 8' 1,4" --1 LEFT RAKE = VY5 DESC. = CO2 PLT. TYP.-WAVE DESIGN CRIT.FBC2017RES/TPI-2014 FTIRT-2D%(0%y10(0) 15'4" QTY= 1 TOTAL= 1 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses raRu,e .drama ors in tabriodng, herding, sNpp.V. ilwtar g and bndng. Refer to and blow tins latest edition of SCSI (B Adig Conponsnt Safety Wmnation, by TPI and WTCA) W safety pre.icas prior to pedo,minp Ihaas h—ticns, natdsn shwa provide unn onsry W.-V pet SCSI. Unless —ad olMrwue, lop chord shall haw pnpedy abachsd sIt-t N "Ild ing and bottom &,o d has hew a properly attached ngid cedhlp. Locations shown tar permanend fatenl rMnirt of webe ahall haw bndng installed per SCSI sections S3. 87 o, 810. as applicable. Apply plates to each face 0, duce and pgMon as shown above and on the Joint Details, unlace Wed oNerwiss. Refs, to drewigs 1SDA-2 for standInd plate posNlons. ITW B1dlding components croup Inc. sines not be ,saponsible to, any deN,tI n bons IN, dnwinp. any failure to build the Russ in conformance with ANSI7TPI 1, 0,1, handling. shipping, installation It bracag of trusesa. A east w Wa dnwhV or cow, papa Wtro die dnwbg. Irdostea amsplanu d plohaalonsl srgYwYg is".4OYy stay /m fha INalprl ahowrs Tha Wb,bily sad we I Wa dnwkg tar any.eumn Is the rsapotalGRy, of the etllldblo Deatpner per ANSVTP11 S-2 Fot mars Wormation sea Nu job's penaral notes papa and lhesa web situ: ITWBCG: www.ilwbrg.com: TFT www.ginst.orp: WTCA www.sbcidlalry—ln; ICC: www.ocufa.wp 1,4" ---{ R=97plf U=100plf RL=6/-6plf W=15'4" Rigid Surface) RIGHT RAKE = 1'5115 SEQ = 795566 REV. 18.01.00.0323.07 SCALE=0.3750 TC LL TC DL BC DL BC LL TOT.LD. 20.OPSf 10.0PSf 10.0PSf O.OPSf 40.OpSf REF DATE DRWG 05-09-2018 KP O/A LEN. 150400 DURYAC. 1.25 JOB #: 1814883 SPACING 24.0" TYPE GABL