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Home My WebLink About214 Elm Ave - BR18-003064 (a)COUNTY OF SEMINOLE IMPACT FEE STATEMENT ryL STATEMENT NUMBER: 18100008 DATE: November 07, 2018 BUILDING APPLICATION #: 18-10000890 BUILDING PERMIT NUMBER: 18-10000890 UNIT ADDRESS: ELM AVE 214 25-19-30-5AG-0407-0030 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: REBECCA LORENZ & JAMES VOLTOLI ADDRESS: 410 PALMETTO ST SANFORD FL 32771 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 214 ELM AVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 awl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE N/A . 00 DRAINAGE N/A 00 AMOUNT DUE 9,759:00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, tit, . TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE4UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE L O T 9 ' L O T 8 L O T 7 1--------- ___1------- 14' PLATTED ALLEY Ro.9 x - - FOUND 51 IRON ROD 7084 NOTES 1. BEARINGS BASED ON THE W. LINE OF LOT 3 AS BEING N.00' 1657 E AN ASSUMED MERIDIAN. 2. UNDERGROUND IMPROVE- MENTS NOT LOCATED J. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD, NO TITLE PROVIDED. 4. SUBJECT PROPERTY LIES IN ZONE X" PER FLOOD INSURANCE RATE MAP PANEL # 121 17CO070F, DATED 9128107, AND LIES OUTSIDE THE 500-YEAR FLOOD PLAIN 5. DATE OF FIELD SURVEY: 915118. LEGEND R/W = RIGHT-OF-WAY CONC = CONCRETE LB = LICENSED BUSINESS REG = REGISTERED FOUND 5/8' IRON ROD 7084 R1.6 rr J N.00'16'57'W, 50,00' PAVED ALLEYWAY x 2z.2 21.5 x LOT 3 BLOCK 4 77E 7 NO BUIL DINGS) 22.0 ' R1.7 21.2 x x x Q r ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #8171311 WITH AN ELEVATION OF 15.745 RELATIVE TO NA VD 88. o a - R1.4 21.4 S.00°16'57E, 20.3 -_-- x 0.4' FOUND 5/8` x IRON ROD i NO ID o. 7' 50.00' Roll x FOUND 5/8' FOUND 5/8' IRON ROD IRON ROD NO ID NO ID 2L1 107.75' BLOCK CORNER CONC SIDEWALK it EDGE OF F....,___,_.,,.,,..._.- AVEMENT & R.0' CONC CURB & GUTTER NAIL AND DISC 4887 EL=R0.29 20.83 20.50 20.33 20.08 2Q.26 CENTERLINE OF 82' PLATTED R/W S. EW AVENUE BOUNDARY SURVEY W/ H SPOT ELEVA77ONS DESCRIPTION.• L 0 T 3, BLOCK 4, TIER 7, FLORIDA LAND AND COLONIZATION COMPANY LIMITED E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERTIFIED TO: I HEREBY CERTIFY: DATE.- `O MILLER CONSTRUCTION THAT THIS SURF PRACT EVEYSTHESCALE., 1 " = 20' SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN JOB NO. 18-ELM CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. MCMAHON SURVEYING AND MAPPING, LLC 245 SAN MARCOS AVENUE SANFORD, FLORIDA, J2771 THOMAS J. MCMAHON LICENSED BUSINESS #7434 FL REG LAND SURVEYOR #4887 PHONE 407-328-7201 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER a L 0 T 9 -------i—L 0 T 8 L 0 T 7_ 14' PLATTED ALLEY N,00016'57'W, 50,00' PAVED ALLEYWAY 2019 v x 20.3 FOUND 518' 21.2 x fT:w IRON ROD 0.4" FOUND 518, 7084 1 IRON ROD Aelt x NO ID INOTESx 20.1 1. 854RINGS BASED ON THE W. LINE OF LOT 3 AS BEING N,00*1657"E. 21.3 21.3 21.5 AN ASSUMED MERIDIAN. x xxx ('Q 21.0 2. UNDERGROUND IMPROVE- 3 x x ti MENTS NOT LOCATED LOT 3 J. SUBJECT TO EASEMENTS AND RESTRICTIONS OF N BLOCK 4RECORD. NO TITLE PROVIDED. Z' cs , 4. SUBJECT PROPERTY LIES X" co ko 77ER 7 IN ZONE PER FLOOD 21.5 INSURANCE RATE MAP Q) (NO BULL DINGS) IPANEL112117CO070F, x DATED 9128107, AND LIES OUTSIDE THE 2210 R1.7 al-2 121.1500-YEAR FLOOD PLAIN x 5. DATE OF FIELD SURVEY. 81.4 q915118. LEGEND Ux Z R/W = RIGHT-OF-WAY 21.5 CONC = CONCRETE LB = LICENSED BUSINESS REG REGISTERED FOUND17U 5D518, x FOUND 518' FOUND 518, IIRON ROD 0.7' IRON ROD IRON ROD7084214NOIDNOID xx 21.6 21.4 S,00016"57'E, 50,00' 'al 10775BLOCK ELEVATIONS BASED ON CORNER SEMINDLE COUNTY BENCHMARK # 8171311 WITH AN ELEVATION OF 15. 745 RELATIVE TO NA VD 88, C17NC SIDEWALK EDGE OF PAVEMENT & 2.0' C17NC CURB & GUTTER NAX AND DISC 4887 EL-20,29 120. 83 20150 20,33 20le8 20,26 mmmw m 'w CENTERLINE OF 82' PLATTED RIV S. ELM AVENUE BOUNDARY SURVEY WH SPOT ELEVA77ONS DESCRIPTION. LOT J, BLOCK 4, TIER 7, FLORIDA LAND AND COLONIZATION COMPANY LIMITED E.R. TRAFFORDS MAP OF THE TOWN OF SANFORD, AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, CERTIFIED TO I HEREBY CERTIFY: DATE:- 915118 MILLER CONSTRUCTION THAT THIS SURVEY MEETS THE 1 20' STANDARDS OF PRACTICE SCALE: SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN JOB NO. 18-ELM CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, MCMAHON SURVEYING AND MAPPING, LLC 245 SAN MARCOS AVENUE SANFORD, FLORIDA, 32771 THOMAS J. MC'MAHdN LICENSED BUSINESS #7434 FL REG LAND SURVEYOR lf4887 PHONE 407-328-7201 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER L D T 9 L D T 8 L D T 7I------------1------- 14' PLATTED ALLEY 20. F — — FOUND 51 IRON ROD 7084 NOTES 1, BEARINGS BASED ON THE W. LINE OF LOT 3 AS BEING N.00' 16 57'E. AN ASSUMED MERIDIAN, 2. UNDERGROUND IMPROVE- MENTS NOT LOCATED 3. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. NO TITLE PROVIDED. 4. SUBJECT PROPERTY LIES IN ZONE 'X " PER FLOOD INSURANCE RATE MAP PANEL #12117CO070F DATED 9128107, AND LIES OUTSIDE THE 500-YEAR FLOOD PLAIN 5. DATE OF FIELD SURVEY.- 9/5/18. LEGEND RfW = RIGHT-OF-WAY CONC = CONCRETE LB = LICENSED BUSINESS REG = REGISTERED FOUND 5/B' IRON ROD 7084 21.6 N, 00 °16'57''W, 50, 00' 01,5 x LOT 3 ELK 4 77E 7 CND BUIL DINGS? 2210 21.7 21.2 x x x Q titi ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #8171311 WITH AN ELEVATION OF 15,745 RELATIVE TO NA VD 88. a 21.4 21.4 S, 00 °16'57E. PAVED ALLEYWAY 20.3 x a4' FOUND 5/8' x IRON ROD NO ID x 20.1 x 0, 7' 50, 00' FOUND 5/8' FOUND 5/8' IRON ROD IRON ROD NO ID NO ID 21,1 10775` BLOCK CORNER CONC SIDEWALK /t EDGE OF PAVEMENT & 2,0' CONC CURB & GUTTER NAIL AND DISC 4887 EL=20.29 2Q83 20.50 20,33 20.28 20,26 sw s w w wwww wr w aww... ... CENTERLINE OF 82' PLATTED R/W S. &M AVENUE BOUNL14RY SURVEY WN SPQT ELEVA77ONS DESCRIPTION: LOT 3, BLOCK 4, TIER 7, FLORIDA LAND AND COLONIZATION COMPANY LIMITED E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERTIFIED TO: l HEREBY CERTIFY- DATE.- 'ff mil '° MILLER CONSTRUCTION THAT THIS SUR EAMETS THE SCALE:1 = 20' TICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN JOB NO.18-ELM CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, MCMAHON SURVEYING AND MAPPING, LLC 245 SAN MARCOS AVENUE SANFORD, FLORIDA, 32771 THOMAS J. MCMA.HON LICENSED BUSINESS #7434 FL REG LAND SURVEYOR #4887 PHONE 407-328-7201 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER a Name Address City: City m0Sanford Planning and Development Services EngKmeer[wg—FlmodpUaimMamagenment Flood Zone Determination Request Form Zachary Miller Fhm Miller Construction Services 8241Via Bonita St Sanford State FL Zip Code: 32771 407- 792'3955 Fax: 407-364-6284 Email: noi||erconstruct|nn@cO.r,.com Property Address: 214Elm Avenue Property Owner: Rebecca Lorenz/James VohoUne Parcel Identification Number: 25-19-30-5AG'0407'0030 Email - The reason for the flood plain determination is: New Structure | F—1 | Existing Structure (P 80 FIRM Adoption) Expansion/Addition | Existing Structure (Post 2UO7 FIRM Adoption) Pre 2OU7FIRM adoption = finished floor elevation 12"above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) Flood Zone X Base Flood Elevation N/A Datum N/A FIRM Panel Number 1202940070F Map Date September Z8'2OO7 The referenced Flood insurance Rate Map indicates the following: The Parcel is in the F|ondp|oin F|oodway Aportion ofthe Parcel isinthe F|oodp|ain Roodway The Parcel is not in the F|oodp|ain F|nodwmy The Structure |sinthe Roodp|ain Huodwmy The Structure is not in the Roodp|ain F|oodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: 8P1D-3U64 Reviewed by: AWmeleaf4 641-ff- Michael Cash, [FM Date: 89/25/2018 amficate\ 7/12/2018 SCPA Parcel View: 25-19-30-5AG-0407-0030 ProR9 y r d Parcel: 25-19-30-5AG-0407-0030 Property Address: 214 ELM AVE SANFORD, FL 32771 Parcel Information Parcel 25-19-30-5AG-0407-0030 Owner(s) LORENZ, REBECCA - Joint Tenants with right of Survivorship VOLTOLINE, JAMES - Joint Tenants with right of Survivorship wProperty Address 214 ELM AVE SANFORD, FL 32771 Mailing 410 PALMETTO ST OVIEDO, FL 32765 Subdivision Name SANFORD TOWN OF Tax District S3-SANFORD-WATERFRONT REDVDST DOR Use Code 00-VACANT RESIDENTIAL Exemptions 3 117 Seminole County GIS Value Summary 2018 Working 2017 Certified j Values Values 1 Valuation Method Cost/Market Cost/Market I Number of Buildings 11, __1 0 0 1_. ..- ___..,,___,___....... Depreciated Bldg Value to I Deprecia ted EXFT Value Land Value (Market) 18,000 17,000 Land Value Ag Jjisl/Mackat Value17,000 m Portability Adj 18, 000 Save Our Homes Adj 0 0 f Amendment 1 Adj 0 0 i P& G Adj 0 0 l, _ .. "_. _," . _....... ....... __ _.. Assessed Value 18,000 17,000 Tax Amount without SOH: $323.71 17 jar, Bill Amount $323.71 Tax E iMAWT Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 3 BLK 4 TR 7 TOWN OF SANFORD PB1PG61 Taxes TaxesTaxing Authority Assessment Value Exempt Values Taxable Value County CounGeneral Fund$18,000 1i 0 € 18,000 Schools 18,000 8, 000 0 ' 18,000 City Sanford 18,000 0 , 18,000 SJWM ( Saint Johns Water Management} 18 000 0 i 18,000 a _........ ... .... <_... _..... j County Bonds 18,000 0 F 18,000 Sales Description Date Book I Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 4/1/2018 48,500 =Yes Vacant j FINAL JUDGEMENT 10/1/2015 08 100 No Vacant TAX DEED WARRANTY 4/ 1/2014i w 12800No 3 Vacant 4 i DEED2/1/2008 4 34 000 Yes Vacant WARRANTY DEED 7/1/1998 0 4i12 10,000 ` Yes Improved QUIT CLAIM DEED 711/1998 12 7 100 No Improved j WARRANTY DEED 3/1/1998 1 100 j No I Improved j WARRANTY DEED r__. _ .. _ _ . 3/ 1/1988 QIL42 m® QZ4$ 33,000 No Improved F wa Land_„_ http:,'/ parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID= 2519305AGO4070030 1 /2 CITY OF Si4PERMIT APPLICATIONkFU"RD BUILDING DIVISION Application No: A& 41 Documented Construction Value: $ 1 4 Jab Address: Historic District: Yes No E?/ Parcel ID:, Residential Commercial 11 Type of Work: New V] AdditionEl AlterationEl Repair [I Demo 0 Change of UseE] MoveE] i ( LDescriptionofWork: Lnt Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Title: Resident of property? : Contractor Information - Name Phone: Street: J q(t Xtbovif ol '5W, Fax: M City, State Zip: W(knOOI 't State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby madeto obtain a permit to do the work and installations as indicated. I certify that no work orinstallation 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 ofapplication and the code in effect as ofthat date: 6' Edition (2017) Florida Building Code NtgiT[ F: 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 ofthe 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 ofthe job at the time ofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effectat the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Print Owner/Agent's Name Date Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Ar Signature of Contractor/Agent Date ate MdnateFlorida arger hCommission 22 23tte4 Expires022 a Known to Me or Producype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical E Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # ofAmps Plumbing - # of Fixtures Fire Sprinlder Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: ForAll Y-01(r Plumbiq Needs 1'ropical Numbtflg & seplic, Inc, 19468 East Colonial Drive Orlando, FL 32820 P 407-568-0111 F 407-568-0119 CFC,1425621 Miller Construction 8241 Via Bonita St Sanford, IT 32-71 407-792-3955 I "Yvette 214 FAm Ave - Lorenz Resd This quote is per the plans We recgjygd from your company NO F) XT('RFS INCIXI)FID IN '1111S 1111) PRICE, S(1R,JFC'f F0 ('11AGE tTON 1:1XTt'RF SVILIECTIONS Master Bath I "Toilet 2 Lav sinks 2 FaLICCtS I Shower 2 Valves Moen 2510 Posi 'Temp Valve Only 2'Frims I Bath'Fub Kohler K 1163 Sunward 5' Drop In, White I Valve I 'Frim Bath 2 Upstairs I 'Toilet I Lav sink I Faucet I 'Fub/Shower 6000 Porcelain -on -Steel, White, Right Nand I Valve Moen 2510 Posi 'Temp Valve Only I 'Frim Powder Bath I Toilet I Lav Sink I Faucet www,Trjqg!cLalPlk lbin&cc Novcmber 29, 2018 EXPIRATION 8/8/18 Net Due 30 Days 5/10/18 Kitchen I Sink I Faucet I Disposal I Dishwasher connection I Ice Maker Box w/ loop under sink Laundry I Washing Machine [lox Water Heater I Water Heater Installation Heater provided by other Hose Bibs - 3 Additional Hose Bib at Detaced Garage - I AC Chases - I Sewer & water within 50ft of Building. Sewer taps not over 4'Deep. All water lines are CPVC. All sanitary sewer lines are PVC. Add water hammer arresters as per code. Roof flashings/lead boots are not included. Water is required for all leak testing and inspections. Complete Plumbing Total V Backflow preventer if required 9,925.00 525.00 Multi valve shower set up may require 80 psi for fixtures to function properly $2,500.00 In -line booster pump if needed, supplied & installed, power not included I J)I'adc but \sater lilies tram (TV(to Corzan NNatcr litres. 12ccolmllewjcd $2,500.00 up.gradc tor high domand heating sNsICID' Payment Past 30 days Tropical Plumbing Et Septic, Inc. has the right to charge thereafter a service charge of 1.5% of unpaid balance per month, (18% per annum) plus all c of Iiong,,'ci( In tttorney . s fees If incurred. TropicalPlumbingftSeptic, Inc. gives a one year labor r'. I i , IToacceptthisquotation, sign here and return: t qJULI CITY OF S Building & Fire Prevention DivisionORDPERMITAPPLICATION FIRE DEPARTMENT Application No: -30 Documented Construction Value: $ -2 4,:;( (a, 00 Job Address: 214 Elm Avenue Sanford, FL 32771 Historic District: YesFv—(]NoFv—(] Parcel ID: 25-19-30-5AG-0407-0030 ResidentialFv(]Commercial F-I Type of Work: NewZ AdditionElAlteration F]Repair 0 Demo Change of UseE] Move El Description of Work: New Single Family Construction Plan Review Contact Person: Zachary Miller Phone: 407-222-0692 Fax: 407-264-6284 Title: Owner Email: millerconstruction@cfl.rr.com Property Owner Information Name Rebecca Lorenz and James Voltoline Phone: Street: 410 S Palmetto Avenue City, State Zip: Sanford, FL 32771 Resident of property? : Contractor Information Name Miller Construction Services LLC Phone: 407-792-3955 Street: 8241 Via Bonita St. Fax: 407-264-6284 City, State Zip: Sanford, FL 32771 Name: Street: City, St, Zip: Bonding Company: Address: N/A State License No.: CBC1251569 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON -rHE 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. FBC405.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' 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 comPl!("ce with all applicable laws regulating consuction and zoning. 2t. SignOwner/ Agent /bate ;Sature ofCon rc[.rlAg ntDate Ly, Print Owner/ Agent's Name Print Contractor/Agent's Name 6c 4/ f fe Signature of Notary -State of Florida Date . ignature of Notary -State of Florida Date PATRICIA CASSERVW PATRICIA CASSERVIK Q -226469mycomm*s*N * Fr A00' EXPIRES May 07. 2019 MY COMMISS40N # FF22WO EXPIR pov 07 ent i sodafiy"9Kn( wnto Me or Ow P&COWWWadan tQ le or Co tiw+01: Produced ID Type of ID Pro cuceI ype01 lu BELOW IS FOR OFFICE USE ONLY Permits Required: Building 91 Electrical N Mechanical ' Plumbing r-, GasFJ RoofF1 03 ConstructionType: \ 1& Occupancy Use: Flood Zone: 'C-5tc A—t Total Sq Ft of Bldg: ;L -1 "4S Min. Occupancy Load: 4 of Stories: New Construction: Electric - # of Amps 2-c"O Plumbing - # of Fixtures I R Fire Sprinkler Permit: Yes F] No 4 of Heads Fire Alarm Permit: Yes n No APPROVALS: ZONING: 118UTILITIES: WASTE WATER: 7(0it ENGINEERING: 1 41L - q / FIRE: BUILDING: Se to- .O-iia COMMENTS: Ok to construct a new single family residence with garage per HPB approval dated April 18, 2018 and the associated Development Revised: January 1, 2018 Order. Approval of site layout, setbacks, elevations and materials as submitted with the building permit application are consistent with the HPB approval, DO and Historic District standards as applied to new construction. A separate CC A will be required for all building/material colors, light fixtures and any other exterior elements not included in this permit set and prior COA approvals. CITY OF JUL 12 2018 U-L'k I I L'A Building & Fire Prevention DivisionSA,UOpm PERMIT APPLICATION FIRE DEPARTMENT Application No: Documented Construction Value: $ 280,000 Job Address: 214 Elm Avenue Sanford, FL 32771 Historic District: VesFv-/]NoFv(l Parcel ID: 25-19-30-5AG-0407-0030 ResidentialFv(]Commercial Type of Work: NewZ AdditionFlAlteration E]RepairR Demo E]Change of UseE] MoveF] Description of Work: New Single Family Construction Plan Review Contact Person: Zachary Miller Title: Owner Phone: 407-222-0692 Fax: 407-264-6284 Email: millerconstruction@cfl.rr.com Property Owner Information Name Rebecca Lorenz and James Voltoline Phone: Street: 410 S Palmetto Avenue Resident of property? : N/A City, State Zip: Sanford, FL 32771 Contractor Information Name Miller Construction Services LLC Phone: 407-792-3955 Street: 8241 Via Bonita St. Fax: 407-264-6284 City, State Zip: Sanford, FL 32771 State License No.: CBC1251569 Architect/Engineer Information Name: Phone: Street: Fax: City' -St' Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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, beaters, 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: 611 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application L3 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. Foregoing information is accurate and that all work will ulating constkuction and zoning. S' atwcof ConVactorlAgent Date Le±M I N P2 Print Contractor/Agent's Name igmture of Notary -State of Florida Date PATRICIA CASSERVW1w, 44. MY COMMISSION # FF22809 PATRICIA CASSERVIIK EXPIRES May 07, 2019 My COMMISSION # FF228"9 E lP; I MR1y 9 Own144WleorCortQentrSA7rdfllKn( wn to Me or SFWX o(WA. 0wr Produced IDTypeoflDProuceaIT) Iype 017v- BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electrical [] MechanicalE] Plumbing[] GasF] Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF] No D # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [I NoF] UTILITIES: QWASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application Revigion 0 City of Sanford Response to Comment sE( OCT ,pp 20! Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # VK- Submittal Date TS - f &' Project Address: It 4- c, L Ly\ Contact: kL Z- 4L, JV ,G Fax: Email: CR" (,C. (-(,V— Trades encompassed in revision: General description of revision: KBuilding LA -M-YL, 0 Plumbing 11 Electrical El Mechanical El Life Safety El Waste Water Department Utilities El Waste Water 0 Planning ' El Engineering rl Fire Prevention El Building ROUTING INFORMATION Approvals For project 18-3064, 214 Elm Ave. in Sanford, FL. BUILDING; 1. Two (2) copies of a Truss Layout from the truss manufacturer are required to be submitted for review FBC 107 Please see Truss layout within construction documents that was produced by the truss manufacturer. Sheet 'T' 2. The Energy Calculations specify an "unvented" and R-20 for the attic/roof. If unvented and using spray foam insulation, please submit two (2) copies of an Evaluation Report. If venting, please revise the Energy Calculationsandshowtheroofventsontheplans. FBC 107 Please see wall sections in construction documents, allowing for venting option. Should spray foaminsulationbeinstalled, the option allows for unvented roof. 3. "Typical Wall Detail" sheet A2.1 specifies R4.2 insulation for the walls and R-30 insulation for the attic, The Energy Calculations specify R4.1 for the walls and R-20 for the attic. Please revise accordingly so both the plans andenergycalculationsmatch. FBC 107 Please see revised wall section. 4. The plans are missing page A2.3, as shown on the index on the cover sheet. Please submit two (2) copies. FBC 107 Please see revised Index sheet. 5. The plans do not contain any details for the framing of the breezeway, specifically the beams that the trusses bear on. Please provide details on the plans for the beams at the breezeway, including all structural connections. FBC 107 Please see updated Sheets; Roof Plan and Truss Layout. 6. The plans do not contain any details for the framing of the front porch — beams, posts, connections. Please provide details on the plans for all framing and connection requirements for the front porch. FBC 107 Please see updated Sheets; Roof Plan and Truss Layout. 7. The front porch trusses bear on a ledger. Please provide a ledger detail for this area on the plans. FBC 107 Please see updated Sheets; Roof Plan and Truss Layout. 8. Multiple trusses bear on the walls around the stairs, however the plans do not show these walls as bearing walls — nor does the foundation page indicate required footing under these walls. Please revise the plans to indicate all appropriate details for bearing walls at this location. FBC 107 Please see updated Foundation Plan. For project 18-3064, 214 Elm Ave. in Sanford, FL. 9. A GFCI receptacle is required adjacent to the sink in the powder (1 /2 bath) on the Is' floor. Please revise the electric plan accordingly. FBC 107 Please see updated Electrical Plan. 9. The front porch is required to have a GFCI protected and weatherproof protected receptacle. Please revise the electrical page accordingly. FBC 107 Please see updated Electrical Plan. 10. The kitchen island requires at least I receptacle, GFCI protected. Please revise the electric page FBC 107 Please see updated Electrical Plan. 11. Please provide two (2) copies if product approval and corresponding installation instructions for the following: Single Hung Windows, Fixed Windows & Shingles FBC 107 Please see updated Product Approvals. CITY OF S.NFORD BUILDING DIVISION PLAN REVIEW COMMFNTS Application Number: 18-3064 Date: 1006/2818 Project Description: NmvBFR Contact Name: Zachary Miller Job Address: 214 Elm Avenue Contact Email: millerconstructionLa)cfI.rr.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. ki,not u complete detailed review. The comments noted iothis review must beaddressed before the plans can be approved. Changes mplans shal|be submitted on the same size format as the original submittal -- changes in letter form are not permitted. All reterences to F`BC Chapter I are as amended by City of'Santord ordinance viewable on our "vebsite at www.sanfordtl.gov. Provide two cWi tLy ol'afkcied Plait sheels andlor sup plemental inLormation asrequested. Permit submittals will not be accgpted without two copies. Two (2)mpies ofuTruss Layout from the truss nanufaCtUrer are required to be submitted for review FBC|07 2. Thc Energy Calculations specify an^uuvcntod" and R-20for the uUio/n`o[ lfunv*ntex]and using spray fbunn insulation, please submit two ( 2)copies ofunEvaluation Report. |fventing, please revise the Energy Calculations and show the roof vents onthe plans. FBC|07 3. Wall Detail" sheet A2] opecifies R4. 2insulation for the walls and R-30insulation for the attic. The Energy Calculations specify R4.1for the walls and K-20 for the attic. Please revise accordingly mboth the plans and energy calculations match. FBC|O7 4.The plans are missing page A2. 3,as shown oil the index on the cover sheet. Please submit two (2)copies. 5.The plans donot contain any details for the frarning of the breezeway, specifically the beams that the trusses bear oil. Please provide details nnthe plans for the beams u1the breezeway, including all structural connections. FBC|07 6. The plans do not contain any details for the framing of the front porch —rns, posts, connections. Please provide details on the plans for all framing and connection requirements for the 8nut porch. FB[l07 7.The front porch trusses bear onuledger. Please provide uledger detail for this area onthe plans. FBC|07 8. Multiple trusses bear on the walls around the stairs, however the plans do not show these walls as bearing walls — nor does the foundation page indicate required footing under these walls. Please revise the plans 10indicate all appropriate details for bearing walls u1this location. yBC|O7 9.&GFCl receptacle iurequired adjacent Wthe sink iothe (1/2 bath) oil the |* floor. Please revise the electric plan accordingly. FBC|07 9. The front porch is required to have a GFCI protected and weatherproof protected receptacle. Please revise the electrical page accordingly. FBC 107 10. The kitchen island requires at least I receptacle, GFCl protected. Please revise the electric page FBC 107 11. Please provide two (2) copies if product approval and corresponding installation instructions for the following: Single lung Windows, Fixed Windows & Shingles FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Qfft"ce meetings with the plans examiner to discuss comments will require an appointment, arranzed b phone or emailprior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official M CITY OF SANFORD P.O. Box 1788 Sanford, FL. 32772-1788 Project Name: V , F Permit#.* ' - 0 (J Owner/Contact Person: Date: T- Address: Phone: Type of Development: RESIDENTIAL NON-RESIDENTIAL LOCATION Total Bldg !units Single Family Multi-Famliy F-Commerclal EJ Industrial City ResidentRounty Type of Utilities: WATER Mind. METER: Master 3/411Bap 0-0-0 III 00 1.511 $Boo 211 $276BTap $100 Bap §160 []Tap kg36 meter Supplied by Contractor SEWER [D4ft depth [::]4.5 - Eft depth E]6.5 - 10ft depth F>10ft depth E] By Contractor TAPS: 1'000 1,600 3,600 at Cos U Existing Tap RECLAIM Nind. []3/4" 1 10-0 mo 1.5" $800 R76 METER: Master Tap L100 HITap 000 HTap $160 82" Tap P636 Meter Supplied by Contractor - COMMENTS: WATER SYSTEM IMPACT FEES (Equivalent Residobtlal Connection (ERC).- 300 gallons per day (GPb). RESIDENTIAL 1.343.00 /unit Single or Multit-Family Structure with Three (3) or more bedrooms (300GPD) 1,007.26 /unit Mobile Home or Multi Family Structure with LESS THAN Three * (3) bedrooms Estimated usage for such family units on average requires only 2260PD of water and sewer services. COMMERCIAL 1,343.00 /ERU Fixture Unit Schedule from Southern Plumbing Code will be used. One ERU will be'assessed for connection & up to twenty (20) Fixture units. Projects with greater than twenty 20) Fixture Units shall be assessed In quarter fractions (0.25) based on the first ERU. Example: Twenty-five (25) fixture units will be rated as 1.25 ERU: twenty-six (26) fixture units will be rated 1.5 ERU. 270 gallons per RESIDENTIAL 13,026.00 /unit Single or Multi -Family Structure with Three (3) or more bedrooms (300GPD) 2,268.76 /unit Mobile Home or Multi Family Structure with LESS THAN Three (3) bedrooms This Is based on judgment/assumption, that such family units on average require 76% of water and sewer service of an avereig-6 single family unit. COMMERCIAL- Industrial - Institutional 3,026-00 /ERU Fixture Unit Schedule from Southern Plumbing Code will be used. One ERU Will be assessed for connection & up to twenty (20) Fixture units. Projects with greater than twenty (20) Fixture Units shall be assessed In quarter fractions (0.25) based on the first ERU. Example: Twenty-five (25) fixture units will be rated as 1.26 ERU: twenty-six (26) fixture units will berated 1.5 ERU. FEE SUMMARY Water Impact Fees 3 Water Meter $ Sewer Tap $ -RecIm Meter $ Sewer Impact Fees $ 3 6 6) S- Meter Tap $ 1 CO Street Cut $ Meter Tap $ Other $ Road Bore $ Road Bore $ 81griature'-'UtIlIty D€rector or Engineer Date Impact Fees Effective: Oct. 1, 2008 a...-- a a '_&_ VW Wmw"r-r- I t%U1111nueo) CITY OF SANFORD - P.O. Box 1788 Sanford, FL. 327721788 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS DRAINAGE FIXTURE UNIT VALUE AS MINIMUM SIZE FIXTURE TYPE LOAD OF TRAP (IncheslAutomaticclotheswashers, commercial (a) 2 Automatic clothes washers, residential 3 2 2 Bathroom group consisting of water closet, lavatory, —bidet and bathtub or shower 6 n1a Bathtub (with or without overhead shower or whirlpool attachments) 2 11/2 Bidet 2 11/4 Combination sink and tray 2 11/2 Dental Lavatory 1 11/4 Dental unit of cuspidor 1 11/4 Dishwashing machine, domestic (cj 2 1112 Drinking fountain 1/2 11/4 Emergency floor drain 0 2 Standard Floor drains 2 Footnote (a) Kitchen sink, domestic .(a) 2 1112 Kitchen sink, domestic With food -waste grinder and/or dishwasher 2 11/2 Laund!y tray (I 2 compartments) 2 1112or Lavato!y - ' 1 11/4 Shower compartment, domestic 2 2Sink (a) - 2 11/2Urinal4Footnote (d) Urinal, I gallon per flush or less 2e Footnote (d) Wash sink (circular or multiple) each set of faucets 2 11/2 Water closet, flush-o-meter tank, public or private 4c Footnote (d) Water closet, - private installation 4 Footnote (d) Water closet, public installation 6 Footnote (dH For Sh. I inch= 25Amm, I gallon —3.785L a) For traps larger than 2 Inches, floor sinks and trench type drains use Table 7092. (Add one fixture unit value (per trapsize) for every IOft of trench drain) b) A showerhead over a bathtub or whirlpool bathtub attachments does not Increase the drainage fixture unit value. c) See section 709.2 through 709A for methods of computing unit value of fixtures not listed In Table 7090 or for raring ofdevicesintermittentflows. d) Trap size will be consistentwith the fixture outlet size. e) For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTUREUNITSF_0_R_ FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE DRAINAGE FIXTURE UNIT 11/ 4-- 1 11/ 2 2 3 112 4 3 4 5 6 COMMERCIAL — INDUSTRIAL — INSTITUTIONAL FEE CALCULATION: Total ERU(s): TotalF.U. divide by 20 = ERU(s) Water Impact Fee: 1343 x _ ERU(s) = $ Fee P SewerImpact4 .: 3025 x_ ERU(s) $ Impact - V*"** Effective: VGL 1, 20013 118. 1., 9:000 =ff—ITsw A—N 4 -inno n I" ! car f II ". ! U> 1 0 !" 1 t ! f r r f pit 1 1 f i BbUiti:.r.Qi l max Footer / Setback 9temwall 10' -1E,O Foundation / Form Board.*Survey Slab./Mono Slab- Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing ; Wa.Us- 60 Sheathing , Roof Roof Dry In t Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins , ectian Final Solar Final Roof ,J: Final Stucco / ,Siding hisulataon Final Final Utility' Building Final Door Final. Wfnd'Qw Final Screen.Room Final. Pool Screen Enclosure Mobile Some Building" Final Pre: Demo ! Final Demo ! s. Final Single }Family: Residence Final. Building Other j Address: 1Y31111max Ime e+L'$Aon iescGrfl t Flectezc Underground Foote I Slab Steel Bond Zc Electric Rough T.U.Q. 30 Pre -Power Final Electdc Final MAEA Max. lnspe flon Des II'A dIl4DAIl Plumbing Underground Plumbing Sewer . Plumbing Tula Set Plumbing Final IlIl i Max Slams ec loml hlDesc]rn nm n ... , Mechanical Rough Mechanical. Final lY1IIlim Mai rma eefloim.Des n u m Gas Underground Gas Rough Gas• Final . WEVOM D. June 2014 M Class ic-C rafto American Style Collection TM $$ Craftsman Lite 2 Panel Flush -Glazed I Style No. CCA230XJ-SDI Fg 0) Write a review 1 Available Size TO" x 6'8" FINISH OPTIONS Stain and Paint options may vary. Please contact your retailer for a complete list of their offering. 0 Rustic Clay GLASS OPTIONS 0 See how this privacy compares to clear glass 11 Chinchilla Chinchilla Craftsman 3 Lite 3Wxl H Simulated Divided Lites Don't see the glass design you want? Ne in In addition to thousands of standard glass choices, we offer additional glass options through our Special Quote Program to help you find the right look for virtually any home. Learn More > Glass Details Chinchilla A free -flowing configuration that presents gentle lines and curves for desired privacy. Glass Privacy Rating Features and Literature Features Architecturally correct design - up to 25% wider panels Solid hardwood square edges Realistic wood grain Deeper panel embossments - handcrafted details More than 10% wider glass, in a wide range of styles Enhanced weather resistance Excellent security and durability High energy -efficiency R-values Edge -to -edge moisture protection Literature Brochure U) Full -Line Catalog R Warranty M Owner's Manual A Consumers Digest Best Buy repeat winner. 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Also where on the website can I find the paint color options or is it best to order the door unfinished and prepped for painting? thank you Answ(?q this Gluestion Therma-Tru I 1 Answer Ask a question 1 answer 1hank'y,,')u floi Yut-ir inleyesi, in a Classi,-, oiaf't Amiem--an doo,!-, [-mm lho (niton, of Ihe: glass t,") the [,)ottom, of 'I ne door s, , hout 565 -' , i f5 -, 1 I ann ")I!Y "',e Jo not ')ffet f<j jr)r,/ pre, finis'NtIg, Our dont.- 'Ate rto fmmeby 01"IVIN)f(w"' "hat Ite to pre- han(j our doors !")r o(jr (M*biitors offei opt(C) fl pr(,finishit)q, We fior &'!A INVy al ld colo r'I -1 t 1- iloor can be swjyw"tlh")J you contact youl dnalol t'(I , ' w)-finishod alld yooil "an pllm(1 and IxIltit the, th"d you polni out doosl t ltyt, l<<1I(;v' at(,x-a t,jioxt' rior o',iint w, [rinw wilh pnrn,,r th,',d U'0 In" Ired t-)\ thG!I IIW '- H-( 1"=<-"w n' Hdpful ye'a G, No More from Classic -Craft® American Style Collection TM Classic -Craft@ American Style Collection TM CCA2400XJ Explore the full collection Classic -Craft American Style CollectionTM CCA2300XJ- SDLF4 Classic -Craft@ American Style CollectionTM CCA2310XJ- SDLF4 Classic-Craft(9 American Style Collection r" CCA2320XJ- SDLF3 The Best Buy Seal and other licensed materials are registered certification marks and trademarks of Consumers Digest Communications, LLC, used under license. For award information, visit ConsumersDigest.co . Q 2018 Therma-Tru Corp. All rights reserved. Privacy Policy Terms of Use Ttil$ IN$TRt7MENnT PREPARED BY; ( t Nam; MHler Canstntdion Semdeea Add pe: 41 Ste, FL 32771 NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT MALOYr SEMINOL BE COUNTY CLERKOFCIRCUITCOURT & COMPTROLLER K915gPs1u31) (1P9s) CLERK'S : 2018072857 RECORDED06/25/2014 02.28: 1 PM RECORDINGFEESt1u.Cu) RECORDEDBYhdeuorePermit Numtwr: Parcel ID Number. 25-19-30-5AG-0407-0034 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOTS BLK4 TR7 TOWN OF SANFORD PB1 PG 61 GENERAL DESCRIPTION DESCRIPTION OF IMPROVEMENT: NEW SINGLE FAMILY HOME _ OWNER INFORMATION: Name: REBECCA LORENZ AND JAMES VOLTOLINE Address: 410 S Palmetto Avenue Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: MILLER CONSTRUCTION SERVICES Address: 8241 Via Bonita St. Sanford, FL 32771 Persons within the Stab of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1 Kb), Florida $tatutse. 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. F. xpkstlonDais of Notice of Commencement (The expiration dab Is 1 year from data of recording unless a dNforent date Is specified) 1NARNtNTO 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 OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties ry, I declare that I have read the foregoing and that the facts stated in It are true to the beat of Doled a Owner's Sign*" Owner's Printed Name Statute 711 M(t)(p): ' The owner must sign the notice or commencement and no one ebe my be permitted to sign In his or her steed.' Stats of Rz V.104 county of The foregoing Instrument: was acknowledged Dbeforeme this .Fday of t• 20 r c' by e-," Y TlO I7 tWho Is personally known to me Nana of person making statement OR who has produced identification type of identification produced: PA CASSERM MY C0 FF2204* Notary Signature EXPIRES May 07, 2019 1 FbrgalloreA3arwa.aorr Description: Seminole,FL Document — Book.Page 9159.1830 Page: 1 of 1 Page 1 Of 1 Order: hjhj Comment: le Landmark Premium —CertainTeedShingles Acomprehensive roofing specification writing tool allowing users toquickly write accurate steep- and low -slope roofing specifications for job submittal packages. nsu|ationiToo| s Quick and easy online tools and calculators that can help you determine your insulation needs, as well as how much you could save! PitchPerfect The ideal way to connect with today's customers and impact your sales. It's the PitchPerfect in -home selling system, created by[ ertainTeedSiding specifically tosupport your business. 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Product Overview LandmnerkSeMesBrochure- NortheasL Technical Specs DataSheet- LandnnarkSeries 5D5- Asphalt Shingle 'AK SDS- Asphalt Shingle 'non -AR 3' PartSpec - Landmark Premium More Info) Installation Landmark Premium Installation Instructions More Info) Warranty Asphalt Shingle Limited Warranty SureStart Warranty Brochure Technical Information Two-piece laminated fiber glass -based construction 3OO|bs. per square ULClass Afire resistance ULcertified tomeet ASTMD3462 ULcertified tomeet ASTK83018Type 1 Conforms to[ SAstandard A123.S Miami -Dade Product Control Acceptance: Please see the Notice of Acceptance (NOA) to determine approved products bymanufacturing location. Specs Data Sheet - Landmark Series SO6'Asphalt Shing| e-AK Is t 3-Part Spec-LandnmrkPremium 3-Pert Spec -LandmarkPremiumAR Miami -Dade NOA'Landmark Premium CC-ES-ESR-1389 CC-ESE5R'9537 FL5444-Asphalt Roofing Shingles Landmark Premium ULUSA Compliance Landmark Premium ULCanada Compliance Installation Applying aroof system correctly is essential to the warranty and performance of the roof. Please refer to the installation instructions for complete details. Available in both English and Spanish. Installation Landmark Premium Installation Instructions Warranty Details CertainTeed warrants that its shingles will be free from manufacturing defects, and provides the extra assurance of Sune5tort°°pnntection.Qe| ovvarehiQh|ightsofthevvarrantyforLandmmark"Prerniunn.SenCertainTeed'sAspha|tShing|e Products Limited Warranty document for specific warranty details regarding this product. Lifetime, limited transferable warranty 1O'yearSureStart`11m/ arranty(10096rep|acenoentand|aborcostsduetomoanufacturingdefpcts) 15-yearStreakFightere warranty against streaking and discoloration caused by airborne algae 15-year,118nophwind- resistance warranty Wind warranty upgrade is available for Landmark Premium up to 130 mph. Specified CertainTeed starter and ertaiuTeedhip and ridge are required Warranty Asphalt Shingle Limited Warranty SureStartWarranty Brochure Export Information Landmark" Premium asphalt roofing shingles are available for Export. Please review the related Export documents for additional information. Export Links Export Roofing Selection Guide International Limited Product Warranty Declaration ofPerformance Documents This Instrument Prepared By: Lonnie N. Groot, Esquire Stenstrom, McIntosh, Colbert, Whigham, P.A. 1001 Heathrow Park Lane, Suite 4001 Lake Mary, Florida 32746 Return To: Ms, Christine Dalton Historic Preservation Officer Planning and Development Services City Hall 300 North Park Avenue Sanford, Florida 32771 Tax Parcel Identification Number: 25-19-30-5AG-0407-0030. HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD DEVELOPMENT ORDER RELATING TO 214 ELM AVENUE AND ISSUING CERTIFICATE OF APPROPRIATENESS The Historic Preservation Board (HPB) of the City of Sanford issued this Development Order issuing a Certificate of Appropriateness relating to and touching and concerning the following described property: 214 Elm Avenue, which is assigned Tax Parcel Identification Number: 25-19-30-5AG-0407-0030 assigned by the Seminole County Property Appraiser. FINDINGS OF FACT Property Owner/Applicant: Rebecca Lorenz and James Voltoline (Owners) 10203 Trout Road Orlando, Florida 32836 Project: To construct a single family one and one-half story home 1,700 square feet in size) with a one-story garage (512 square feet in size) with a breezeway connecting the structures relative to property located at 214 Elm Avenue. Recluested Development Approval: The applicant has requested Board approval to construct a single family one and one-half story home (1,700 square feet in size) with a one-story garage (512 square feet in size) with a breezeway connecting the structures relative to property located at 214 Elm Avenue, Additional Findings: Zack Miller of Miller Construction Services, LLC appeared on behalf of the applicant. The project is located at 214 Elm Avenue in the Old Sanford Residential Historic District. The applicant has requested approval to construct a single family one and one- half story home (1,700 square feet in size) with a one-story garage (512 square feet in size) with a breezeway connecting the structures relative to property located at 214 Elm Avenue. CONCLUSIONS OF LAW a). Pursuant to Section 8.0 of Schedule "S" of the City's Land Development Regulations as set forth in the Code of Ordinances of the City of Sanford, the Historic Preservation Board has reviewed the proposed Certificate of Appropriateness and all matters relating thereto in accordance with the procedures for constructing structures within historic districts as set forth in Schedule "S". b). The proposed construction is consistent with the purpose and intent of Schedule "S" and comply with the design guidelines in Schedule "S" and is in character with the surrounding Historic District, the required architectural standards, and will not adversely impact the Historic District. Specifically, Schedule "S" states that: 1). With regard to the residential lot layout: i). Setbacks apply to both principal and accessory structures. ii). Residential lot development shall have the following setbacks: A). Front yard: 25'. B). Rear Yard: 2. 9 7.5'. C). Side Yard: 5' except when a side yard is located adjacent to a street, then 2). In the case of an infill lot, the setbacks shall match one or the other of the existing setbacks on adjacent properties, 3). To protect the pedestrian character of the community and discourage front -loaded garages, new curb cuts are not allowed within the historic districts for properties that have alley access, 4). Driveways visible from the right of way may be surfaced with poured concrete, pavers, gravel or natural mulch, and must be confined by appropriate curbing. Driveways not visible from the right of way such as those accessed from the alley may be surfaced with concrete, pavers, gravel and mulch. 5). New open porches, balconies, stoops and bay windows shall be permitted to encroach into the front yard and side -corner setback by 10'. 6). Where alleys are available, new garages shall be detached and located at the rear of the lot and shall be located no closer than 35' to the front property line and curb cuts shall not be allowed. 7). Where alleys are not available, the garages shall be detached and located behind the principal structure. Shared driveways are encouraged. 8). Vehicles shall not be parked in the front or side yards or in the right-of- way adjacent to any street unless on an approved driveway with a permitted curb cut. c). The proposed new construction will comply with the setback requirements detailed above. No new curb cuts have been proposed. d). Additionally, Schedule "S" provides that: 3 1). In the residential historic district, the scale and massing of new structures and their architectural elements shall be similar to the contributing structures of similar use in the historic district. 2). New residential structures shall include a raised foundation to compliment the character of contributing structures in the district. height. 3). In the residential historic district, new buildings shall not exceed 35' in 4). Primary residential entries for new structures shall face the street and shall not be recessed more than six feet (6) from the face of the primary fagade. 5). New development must incorporate mailboxes into the design. Cluster mailboxes are prohibited in the historic districts. 6). Building features within new construction shall be compatible with the color, material, and character of the property, neighborhood and immediate environment, 7). A material consistent with the style of the structure shall enclose the undercroft of decks and foundations with spaced piers. The material shall be slightly recessed from the fagade of the building and shall not overlap or be flush with the outer surface of the original piers, supports or siding. 8), Board trim at corners and around openings shall not exceed 6" except at the front door surround which may be any size or configuration. 9). For new construction, additions and alterations, use the wall finish most acceptable for the architectural style. 4 10). The use of synthetic materials is prohibited and unlawful for exterior wall surfaces with the exception of fiber cement siding, which may be approved by special development order for detached new construction only. 11). Synthetic materials can be allowed for trim details and architectural elements on new construction. 12). The following materials are generally acceptable for principal and accessory structures within the historic districts: i). Wood clapboard, wood shingle, wood drop siding, wood board and batten siding or equal as determined by the Board. ii). Brick, stucco; and stone or cast stone. e). The scale, massing, and architectural elements of the proposed house and garage are similar to the contributing structures in the district. The foundation is not proposed to be raised; the recently constructed house south of this parcel does not have a raised foundation. The proposed house and garage do not exceed 35' in height. The proposed new construction is compatible with the color, material, and character of the property, neighborhood, and immediate environment. The proposed wall cladding is a combination of fiber cement siding and stucco. Board trim at corners and around openings will not exceed 6". f). A combination of wall surfaces is not in character with residential properties in the surrounding historic district. g). With regard to porches and balconies, Schedule "S" provides as follows: 1). Porch flooring shall be wood, tongue and groove, and must match original porch flooring in size, shape, orientation, and texture. M 2). Porch flooring shall be oriented perpendicular to the building's fagade, or shall match the original orientation. 3). Porches visible from the right-of-way shall not be enclosed with materials such as screening, fabric, glass, wood, aluminum, vinyl, fiberglass or masonry. Temporary shade devices must be approved via a Certificate of Appropriateness and must not be visible from the right of way when retracted. h). The proposed porch flooring will comply with the regulations listed above. i). With regard to roofs, Schedule "S" provides as follows: 1). Roof vents shall not be located on a primary fagade visible from the right of way. 2). All pitched roof planes shall match in material, shape, texture, design, dimension, color, and other identifying features, 3). Metal roofs shall be standing seam, stamped metal shingle, full corrugated, 5V crimp or must simulate the appearance of standing seam. 4). Metal roofs may be copper, galvanized, silver or gray in color, or otherwise simulate a historic patina. 5). Gutters shall be made of galvanized steel, wood, copper or painted aluminum and may be half -round or low profile -box shaped. 0). A combination of roof surfaces is not in character with residential properties in the surrounding historic districts. k). The applicant has proposed architectural shingles on the house and garage, however has proposed metal on the front porch. 1). To the extent that a conclusion of law as set forth herein also constitutes a factual finding, then such shall be taken to be so as part of this Development Order. m). The proposed Certificate of Appropriateness is hereby found and determined to comply with the aforestated requirements; provided, however, that this conclusion would not be made if the fence were proposed to be located in front of the house in the front yard. n). Additionally, the Certificate of Appropriateness sought is hereby found and determined to be consistent with the City of Sanford Comprehensive Plan and development of the property as proposed would be consistent with and in compliance to applicable land development requiotidil', d all other applicable regulations and ordinances as set forth in the C. bd'd'of Quilnlla' 0 of the City of Sanford. ORDER NOW, THEREFORE, IITI O.RDERED"" pAT: 1). The aforementioned appil i6'aition for a Certificate of Appropriateness is APPROVED subject to the provisions hereof. 2). This Development Order granting approval of a Certificate of Appropriateness touches and concerns the aforedescribed property. below. 3). The following conditions of approval are hereby imposed and agreed upon a). All wall surfaces must match. b). All roof surfaces must match. c). The foundation must be raised to at least the level of the construction at the property located at 216 South Elm which is raised 12'— 18' above grade. 7 Done and Ordered on the date first written below. As approved and authorized for execution by the Historic Preservation Board of the City of Sanford at its meeting of April 18, 2018. um,uYtIm Traci Houchin, City Clerk ' Jennifer (kiloway, Board Clerk ADDITIONAL HISTORIC PRESERVATION BOARD OF THE CITY M SANFORD Date: i Nunc pro 6777VI-1 r-, CKairman Vie, I- to April 18, 2018. LOWS: JOINDER AND APPROVAL OF CONDITIONS BY PROPERTY OWNER IN WITNESS WHEREOF, the subject Property Owner has signed and sealed these presents the day and year written below and AGREES to all of the terms and conditions of this Development Order the undersigned named persons having full authority to execute this document. A TTES T. Signature bf Witness Printed Name: GkXz'-A Signature of Witness Printed Name: 5,,,,wq-ef STATE OF FLORIDA COUNTY OF SEMINOLE ) By: Signature Printed Name: ACKNOWLEDGMENT 1, the undersigned authority, a Notary Public, in and for said State at Large who I- r:A— is authorized to take acknowledgments, do hereby certify that -1-' vTvw L: Ed nd VOt+T1- IN u being duly sworn, acknowledged before me that they executed the foregoing docurriLt, said persons being personally known to me, on this day that they, being informed of the contents of said instrument, they executed the same voluntarily. Given under my hand and official seal this 2- day of April, 2018. JENNIFER M. MLLOWAY Notary PutAic - State of Floricla Commission A GG 162235 My Conn. Expires Nov 21.2021 9 NOTARYkPUBLIC My commission expires: February 19, 2018 Rebecca Lorenz 410 S. Palmetto Avenue Sanford, FL 32771 RE: Minor Conditional Use request to establish a single family residence in a SC-3, Special Commercial zoning district at 214 S. Elm Avenue. Tax Parcel Number 25-19-30-5AG-0407-0030 Dear Ms. Lorenz: On February 19, 2018, the Administrative Official, pursuant a February 13, 2018 recommendation made by the Development Review Team, approved the Minor Conditional Use request to establish a single family residence in the SC-3, Special Commercial zoning district at 214 S. Elm Avenue. 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 3 1st day past the date noted above. If you have any questions please do not hesitate to call this office. Respectfully, CITY OF SANIORD Eileen Hinson, AICP Development Services Manager EH/JG CC: Anglo Centurion, LLC T:0cv*Wpmma RtviemAl I-DRT Agenda-CoverMommORT-Lego( Ads & Letta3-VWiamo\2018\2t4 Elm Avomu-Va6mm Approval LetW,dmx Jeff Triplett Art Wcwiruff Velma FL Williams Patrick Austin Patty NIZ111any Norton N. Bonaparte, Jr. klayoc District I District 2 District 3, District 4 City Monagel City Hall, end Floor - 300 North Park Avonue - Sanford, FL 3277 1-1244 - PO Box 1788 - Sanford, FL 327721768 IOT681,- i-10 , f, 10/,688.S 141 - sanford(Lqov Colbert, From: Zachary Miller ^noiUerconstru/tion@rU.n.conn> Sent: Tuesday, October 9' 20184:06 PM To: Colbert, Sabveena Cc: Hinson, Eileen; 'Becky Lorenz' Subject: RE: 214 Elm Ave - Building Permit Review Hey Sabreena, Sorry, | didn't see that email come through. Many ofthe selections will besimilar tothe home vvebuilt at216 Elm. Below isthe breakdown ofthe selections; t Garage Door o Wayne Dalton, Sonoma Ranch door with spear hardware and handles o httpa A/ww.wayne-dalton. nyge'dnons-9100-9600 2, Entry Doors o 7henneTio' Classic - Craft, American Style Collection o ht¢s.-IA=^mbh*nnaho. oun»4 xpkooe-doo/o/Uoor-utvle/CCA330X/SDL 3. Windows p Plyge/n' 15ODSingle Hung // lit over I lite—no/nuttinsd'whitevinol m httpo 4*vwwplyge/n.00nv\wpalportaNhonne/ bnyndo/blygenn-windowxa4*indbvmvnew+conobnction/s/nQA*- hungll5O0-uinD6e'hung-mhy/ 4. Exterior Siding and Trim o James Hardie -/fandiePlankLap Siding, Select Cedann0 o hMps.,Itvwvx/a/neuhandim.00n»/Pondbcb»0ard/* ep/enk-/ap-o/ng 5. Shingles n Certain Teed Landmark Premium 'Weathered Wood' o https.liwww.codu/nteedco/mlreniden0al-roofinglppoduchs4endn/ark- pnymni/nI I included the links so you can see the colors and styles as they are installed. Let me know if you have any questions. Thank you, Zachary Miller From: [o|bert,Sabreena [ nnaiho:Sabreena.[ o|be/ t@Sanfordf.guvl Sent: Tuesday, October 09,2O18Z:44PM To: Zachary K4iUer<nniUerconsLnmc1ion@cfl.rr.corn> Cc: Hinson, Eileen <E|LEEN.H|NSON@Sanfordfl.Qov> Subject: 214 Elm Ave - Building Permit Review Zad\ After review of the Building Permit and Christine' s files it appears that an email was sent to you on July 26,I018 requesting additional information in order to complete the review of the permit. See below excerpt from the email sent from Christine Dalton: Please submit name, style name, and photographs of the installed products for 2/4Elm Avenue: Y. Garage Door 2. Entry Doors 3. Windows 4. Exterior Siding and Trim Shingles I understand you submitted the product approval sheets; however, for HPB purposes / need to have the manufacturer's photographs ufthe installed products aawell. Thanks, Christine Dalton, AkCP Historic Preservation Officer Community Planner City ofSanford 3D0NPark Avenue Sanford, FL32771 Phone: 407888.5Y45 Fax: 407.688,5Y4Y Please submit the information noted above sovvecan review for compliance with the Historic Preservation Board'sCOA approval and Schedule S. The permit has been reviewed and approved for setback and grading so review of the historic elements is the only thing outstanding . If you have any questions please let myself or Eileen know. Thank you! 5abreenaCo| bert Planner Planning O'Development Services City ofSanford 3UQN. Park Avenue Sanford, FL32771'1Z44 Phone: 407.688.5149 Fax: 407.688.5141 PLEASE NOTE: Florida has overy broad public records law. Any written communication tomfrom City officials regarding City business ioapublic record available to the public and media upon request. Your e-mail communications may bc subject to public disclosures. Virus -free, www Model 9100 - Wayne Dalton Advantages Built for performance and affordability, Wayne Dalton'sClassic Steel garage door Models 9100and 9605 offer robust construction with a variety of styling options. These doors also offer integrated struts for rigidity and strength, pinch - resistant panels and the TorqueMasterO Plus, our exclusive counterbalance system that safely contains springs inside a steel tube. Five classic and contemporary panel designs are available for these doors, along with a wide range of window and finish options. Models 9100 and 9605 have polyurethane foamed -in -place insulation, which can improve your home's thermal efficiency, block street noise and make the door operate more quietly. Model 91O0ismade with three layer - construction ( stee|/po|yurethane/ToughGuardO)andbasanR-va|ue*of9. Made with asteel backer, the Model 96O5 has an R-value* of 10 (R-value of 9 for 7' tall doors; R-value of 10 for 8' tall doors.) Wayne Dalton uses a calculated door section R-value for our insulated doors. Design Hardware Garage Door Panel Options Sonoma Ranch Hammered Knockers Decorative Hardware Kits Decorative hardware kits come with four hinges and two pull handles. Double car doorscome with two sets of decorative hardware kits. Additional accent pieces are available to match or complement each collection. Pull handle fit incenter stile isdependent upon design and size mfdoor. 14ardiePlank(P Lap Siding HardiePlankg Lap Siding SELECT CEDARMILL Mountain Sage HARDIEPLANK9 LAP SIDING Traditional and timeless. Sleek and strong. HardiePlankt lap siding is not just our best-selling product —it's the most popular brand of siding in North America, protecting and beautifying more homes from coast to coast. All styles are Engineered for Climateg and come primed, or with baked -on ColorPlus(K Technology, fQi THIS INSTRUMENT PREPARED BY: I? Name: Miller Construction Services '-ZkeAv Address: 8241 Via Bonita Street Sanford FIL 32771 NOTICE OF COMMENCEMENT I a a 111 81111111111 T IIALOY, SENINOLE CouNTyC-*LEF K OF CIRc:UIT COURT & COPIPTROLLER13K9159PqT31-*j . CLERK'S 211181:172857RLC-*1]R0E0 Ilc CORDING FEE' i1-6.fictRECORDEDSyhdevoj,? State of Florida County of Seminole Permit Number. Parcel ID Number: 25-19-30-5AG-0407-0030 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOTS BLK4 TRZ TOWN OF 5ANFORD PB1 PG 61 GENERAL DESCRIPTION OF IMPROVEMENT: NEW SINGLE FAMILY HOME OWNER INFORMATION: Name:- REBECCA LORENZ AND JAMES VOLTOLINE Address: 410 S Palmetto Avenue Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: MILLER CONSTRUCTION SERVICES Address: 8241 Via Bonita St. Sanford, FL 32771 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 of 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 I year from date of recording unless a different date Is specified) WARN18LQ TO QUj§R: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties 0 e . ry, I declare that I have read the foregoing and that the facts stated in it are true to the best of owledge a0d Rof. I I 1' 1/d Owner's Signature`7 u— Owner's Printed Name a Statute 713.13(1)(9): "The7=e owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead,* State of EL&P—lo'g—County of SUmnz:,-e. The foregoing Instrument was acknowledged before me this day of '20 0; by -j C, -n L4b Lhy2 Who Is personally known to meNameofpersonmakingstatement OR who has produced Identification El type of Identification produced: j J PAT!2A CA33ERVWL " ""I A[ My CO ISS4ON # FF22849 Notary SignatureI j 'n EXPIRES May 07, 2019 &-1 Ply Gem - 1500 Single Hung (1500 Series - Vinyl) Window 1500 VINYL SERIES single hung windows boast a sturdy, energy -efficient frame available in three distinct profiles and colors to complement the style of your home, Product Features: 1500 Vinyl Sing e Hung Window Frame I . 3 1/2" dual wall brickmould frame depth 2. 2 7/8" beveled frame depth 3. 1 3/8" integral nail fin set back 4. Optional 1/2" flush flange for block installs 5. Optional 3 1/2" flat casing 6. Optional double utility trim simplifies siding installation 7. Custom and traditional sizing to meet your needs 8. Integral J-pocket simplifies siding installations 9. Interior/exterior accessory grooves 10. Sloped sill for water management 11. Screen clip PP#: 61738783 12. Mixed operating and fixed integral mulls PPff: 61820933 Sash 1. Interior glazed top glass 2. Exterior glazed bottom glass 3. Interlocking sash with dual pile weatherstripping 4. Inverted block & tackle or constant force coil balances 5. Dual lift rails for easy operation 6. Easy to remove meeting rail PP#: 61746220 7. Half screens (shipped separately or installed) EX-PILIAIN AIT1110"N GRILILIE SITYLE OPTIONS Jamb Alignment Clips Ahqn,,; tvxl h,'Ad, ttan),,a ui placo dw1nK,,,, m-A"Waticn, (, eke, bies on pe,-',on to Fnalkn mm"Jows Removable Meeting Rail F'1aT()81t pondIng Makes tomo,,ing ad simplo, 0(<fl fct Recessed Tilt -latch 1,ow P1 of OOf k-,, o, at,e,Wtxmdnt ,,; 0 "atd'i Interlocking Sashes Sa',,, hes locK 1, gh ly to , lethet to hi, fl;": out a it r t,fdo, "'Ind Forced Entry Resistant Locks i- m-cuy ity to not toucih AAA,A fotc,3d ADA angi auto k),,k ort.ons DETAILS 1500 Sinle Hun Window Sell Sheet: Custom 1500 Sinlelimm, Window Sell Sheet: Builder 1500 Single Hun&, Window Impact Sell Sheet View East Builder Series Vijiyj Window & DqoLWarranty View Care and Maintenance Information Performance Window Specs FRAME 3 1/ 2" dual wall brickmould frame depth 2 7/ 8" beveled frame depth 1 3/ 8" integral nail fin set back Optional 1/ 2" flush flange for block installs Optional 3 1/2" flat casing for rectangles and arches Optional double utility trim simplifies siding installation Custom and traditional sizing to meet your needs Integral 1- pocket simplifies siding installations Interior/exterior accessory grooves Sloped sill for water management Screen clip Patent #: 61738783 Mixed operating and fixed integral mulls Patent #: 61820933 SASH Interior glazed top glass Exterior glazed bottom glass Interlocking sash with dual pile weatherstripping Inverted block & tackle or constant force coil balances Recessed tilt - latch locks under load PPff: 61746222 Dual lift rails for easy operation Easy to remove meeting rail PP#: 61746220 Half screens ( shipped separately) GLASS Double: Low- E, Low-ESC, Low-E2+, Low-E2+SC, HP, HPSC, HP2+, HP2+SC Triple: HP2Max, HP2MAXSC, HP3MAX, HP3MAXSC Optional Warm Edge+ spacers Configurable STC values up to 35 Impact, tempered, obscure and rain options EZ Clean option GRILLES GBG ( Grilles Between Glass) 3/4" Flat, 5/8" or I" Sculptured SDL (Simulated Divided Lite) 7/8" or 11/4" with Shadow Bar Colonial, Plaza, Prairie, Diamond, Gothic patterns available LOCKS Standard forced entry resistant cam lock Self -latching forced entry resistant auto -lock option ADA forced entry resistant auto -lock option PERFORMANCE CERTIFICATIONS Home Innovations NGBS Green Certified FLORIDA APPROVED FL16103 o For a list of Ply Gem's Florida approved products visit floridabuilding.org. CANADIAN STANDARDS ASSOCIATION CERTIFIED TEXAS DEPARTMENT OF INSURANCE o WIN 1769 non -impact, WIN 1771 impact i (T) f D 0-11py FORM R405-2017 JUL 12 2018 FLORIDA ENERGY EFFICIENCY CODgf GRIMILDING CONSTRUCTION Florida Department of Business and Professional Regulation- Residential Performance Method Project Name: Voltoline - Lorenz res Builder Name: miller construction Street: 214 Elm Ave Permit Office: C' of Sanford 0 City, State, Zip: Sanford, FL , 32771 Permit Number: 1 8 - 30 64 Owner: The Voltoline Lorenz Residence Jurisdiction: 691500 Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2) 1, New construction or existing New (From Plans) 9. Wall Types (2639.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=41 1730.00 ft2 b. Frame - Wood, Exterior R=11.0 909.00 ft2 3. Number of units, if multiple family I c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1419.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=20.0 1419.00 ft' 6. Conditioned floor area above grade (112) 1716 b. NIA R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(239.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 343.2 a. U-Factor: Dbl, U=0.35 159.13 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.55 80.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.4 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 6.269 ft. Area Weighted Average SHGC: 0.277 14. Hot water systems 8. Floor Types (1716.0 sqft.) Insulation Area a. Natural Gas Tankless Cap: I gallons a. Slab -On -Grade Edge Insulation R=0.0 1307.00 ft2 b. Conservation features EF: 0.850 b. Floor Over Other Space R=0.0 297.00 ft2 None c. other (see details) R= 112.00 ft2 15, Credits Pstat Glass/Floor Area: 0.139 Total Proposed Modified Loads: 61.44 PASSTotalBaselineLoads: 62.03 I hereby certify that the plans and specifications covered by Review of the plans and I-T-01E ST this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed by Luis MoralesLuisMorales., calculation indicates compliance the Florida Energy Z=X ' V0 Data: 201846.20101803 -0400' with Code. PREPARED BY: - Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. we OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: se I Compliance requires certification by the air handier unit manufacturer that the air handier 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 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNETIICC 380, is not greater than 0.070 Qn for whole house. 6/20/2018 10:26 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 4 rORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Voltoline - Lorenz res Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1716 Lot # Owner Name: The Voltoline / Lorenz Reside Total Stories: 2 Block/Subdivision: of Units: I Worst Case: No PlatBook: Builder Name: miller construction Rotate Angle: 0 Street: 214 Elm Ave Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL 32771 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% 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 1716 16751 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated I 1st Floor 1307 13070 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 409 3681 No 2 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I Raised Floor 2nd Floor 112 ft' 11 0.29 0 0.71 2 Slab On -Grade Edge Insulatio 1st Floor 173 ft 1307 ft' 0.29 0 0.71 3 Floor Over Other Space 2nd Floor 297 ft' 0.29 0 0.71 ROOF V Roof Gable Roof Solar SA Emift Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul. deg) 1 Hip Composition shingles 1587 ft' 0 ft' Dark 0.9 N 0.9 No 20 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Unvented 0 1419 ft' N N 6/20/2018 10:26 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REP0RT CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) I st Floor 0.01 Blown 1419 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To----A1VaL1ype-- Space PA/Milp Ft In Ft In raction-Absor-Grade-0/, 1 N Exterior Frame - Wood 2nd Floor 11 14 6 9 0 130.5 ft' 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1st Floor 41 40 0 10 0 400.0 ft' 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 36 0 9 0 324.0 ft' 0 0.25 0,8 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 46 6 10 0 465.0 It' 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 14 6 9 0 130.5 ft' 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 10 0 400,0 ft' 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 36 0 9 0 324.0 It' 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 46 6 10 0 465.0 ft' 0 0 0.8 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood 1st Floor None .39 3 8 24 ft' 2 S Insulated 1st Floor None .39 3 6 10 20.5 ft' 3 W Wood 1st Floor None .39 3 8 24 It' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 It' I ft 0 in 1 ft 0 in Drapes/blinds None 2 N 2 Metal Low-E Double Yes 0.55 0.25 N 80.0 ft' 10 It 0 in 1 It 0 in Drapes/blinds None 3 N 2 Vinyl Low-E Double Yes 0.35 0,29 N 36.0 ft' 6 ft 0 in 1 It 0 in Drapes/blinds None 4 E 4 Vinyl Low-E Double Yes 0.35 0.29 N 8.0 ft' I ft 0 in I ft 0 in Drapesiblinds None 5 S 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 It' I ft 0 in I ft 0 in Drapes/blinds None 6 S 6 Vinyl Low-E Double Yes 0.35 0.29 N 54.0 ft' 6 ft 0 in 1 It 0 in Drapes/blinds None 7 S 6 Vinyl Low-E Double Yes 0.36 0.29 N 18.0 ft' 6 ft 0 in I ft 0 in Drapes/blinds None 8 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 6.5 ft' 1 It 0 in 1 It 0 in Drapes/blinds None 9 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 6.7 ft' 1 ft0in 1 It 0 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 60 I Wholehouse Proposed ACH(50) .000434 1954.3 107.29 201.77 4111 7 6/20/2018 10:26 AM EnergyGaugelD USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HEATING SYSTEM System Type 1 Electric Heat Pump/ Subtype Split Efficiency Capacity HSPF:8.2 32.8 kBtu/hr Block 1 Ducts sys#1 COOLING SYSTEM Type Subtype Efficiency Capacity Air Flow SHR Block DuctsSystem 1 Central Unit/ Split SEER: 14 34.4 kBtu/hr 1032 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.85 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply -- V # Location R-Value Area Return — Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT QN RLF HVAC # Heat Cool 1 Attic 6 343.2 ft Attic 85.8 ft' Proposed On 2nd Floor cfm 120.1 cfm 0.07 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolie Jan r Feb MarHeatingHJan [?C Feb; 1 Mar Ventin Jan [[ 11111 Feb Mar Ceiling Fans: Apr MayJun Jul Au Apr ayJun ri Jul Aug ApraJunJulAugriSe Sep SeOct [ j Nov Oct [ X] Nov Oct [ XI Nov Dec X Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 PM 80 Cooling ( WEH) AM 78 PM 78 Heating ( WD) AM 66 PM 68 Heating ( WEH) AM 66 PM 68 78 78 80 78 78 78 78 78 66 66 68 68 66 66 68 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 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 26 0 0 0 1 - Electric Heat Pump 1 - Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default( 8 Ibs/sq.ft. Default 8 Ibs/s .ft. 0 ft2 0 ft2 0 ft 0.3 0 ft 0.3 1st Floor 2nd Floor Name: Rating Compant: Signature: Date: 6/ 20/2018 10:26 AM EnergyGauge& USA Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandato Requirements for Residential Performance, Prescriptive and ERi Methods ADDRESS: 214 Elm Ave Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5, R402.4.1 Building thermal envelcTon building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1,1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. 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 Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (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 the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not seated, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft 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. R402.4.2 Fireplaces. New woad -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/20/2018 10:26 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 efm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. l-1 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controlsL--I that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufi air handler enclosure if installed at the time ofthe test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. O R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based an the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. EJ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/20/2018 10:26 AM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.6 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). r—t R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to LJ electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with iSO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and.total cooling capacities at the design conditions described in Section R302.1, This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not Include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFMANATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 6/20/2018 10:26 AM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/20/2018 10:26 AM EnergyGauge(D USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatof%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 6/20/2018 10:26 AM EnergyGauge-0 USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD U U DISPLAY PERFORMANCE ~~^~~~^~~~~v~ v~~"-^ ~~ ~°= ESTIMATED ENERGY PERFORMANCE INDEX* =99 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 R6.0 2.Single-family ormultiple-family 2._Single-famNy b)Return ducts R6.0 c)AHUlocation Attic/Attic 3.No. ofunits (if mu|Up|e4amily) 8.1_ 4. Number ofbedrooms 4.3_ 13. Cooling system: Copadty___14.4 a> Split system 8EERJ4`0 5.| othis oworst case? (yoo/no) 5_ b>Single package SEER_____ o)Ground/water source SEER/COP ______ W.Conditioned floor area (oq. ft.) 6.1216_ d) Room unit/PTAC EER_____ e)Othe, 7. Windows, type and area e)U4amor(weighted average) 7a.0.417_ b)Solar Heat Gain Coefficient (SHGC) 7b 0.277_ 14.Heating system: Capacity 2.8 o)Anea 7c` 239.1L_ a>Split system heat pump MGpF 8.2 b)Single package heat pump HSPF_____ 8. Skylights o> Electric resistance COP______ a)U4adoc(we{ ghtedaverage) 8a`NA d)Gas furnace, natural gas AFUE_____ b)Solar Heat Gain Coefficient (GHGC) 8b`NA_ e)Gas furnace, LPG AFUEi_____ 0Other 9.Floor type, insulation level: a)S|ab- nn'grade(R+e|um) 9e.0.0_ b)Wood, raised ( R+m|ue) 9b`11.0_ 15.Water heating system u)Concrete, raised ( R+m|ue) gc a)Electric resistance EF_____ b>Gas fired, natural gas EF0.85 1U.Wall type and insulation: c>Gas fired, LPG EF_____ A. Exterior: d) Solar system with tank EF_____. 1.Wood frame ( Insulation R-va|ue) 10A1`_11.0 e)Dedicated heat pump with tank EF____ 2.Masonry (insulation R-vo|ue) 1OA2`4.1 Heat recovery unit HeatRac%_____ B.Adjeuent g) Other 1.Wood frame ( Insulation R-vu|uo) 10811.______. 2.Masonry (insulation R+m|ue) 1V82`______ 1O.H\6ACcredits claimed (Performance Method) 11.Ceiling type and insulation level u)Ceiling fans a)Under attic 11u`- 0.0_ b)Cross ventilation No b)Single assembly 11b` o)Whole house fan No o>Knee walls/skylight walls 11u` d}k8u|Uzunacooling credit d>Radiant barrier installed 11d. No_ e>Mu/tizomaheating credit 0Programmable thermostat Yes Label required bySection R8O81.3ofthe Florida Building Code, Energy Conservation, ifnot DEFAULT. uertify 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 becompleted based uninstalled code compliant features. Builder Signature: Date: Address u Cdy/FLZip: Sanford, FL 32771 6o0m01810:26: 33mw I EoergyGaw8oOUSA O.O.Ou-FlaReuoV17FaCmhEdition (2o17)Compliant Su0wam Page 1«/I wrightsofts, Project Summary Entire House One Stop Cooling and Heating Job: The Voltoline I Lorenz ResI Date: 06/19/2018 By. LM Plan: Custom 7225 Sandscove Court, Suite 1, Winter Park, FL 32789 Phone: (407) 629 -6920 Fax. (407)629-9307 Web:wAwOneStopCooling.corn License: CAM32444 Project Information For. The Voltoline / Lorenz Residence, Miller Construction 214 Elm Ave, Sanford, FL 32771 Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22753 Btuh Structure 21365 Btuh Ducts 3201 Btuh Ducts 2087 Btuh Central vent (26 cfim) 731 Btuh Central vent (26 c1m) 516 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26686 Btuh Use manufacturers data n Rate/swing multiplierEquipmentload 0.97 23344 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3239 Btuh Ducts 809 Btuh Central vent (26 ctim) 844 Btuh Heating Cooling Outside air Area (fF) 175 1750 Equipment latent load 4892 Btuh Volume (ft3) 17045 17045 Air changesibour 0.50 0.26 Equipment Total Load (Sen+Lat) 28237 Btuh Equiv.AVF (cfm) 142 74 Req. total capacity at 0.75 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mt. Make Goodman MI Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN;IANITROL; AMANA DISTI... Model GSZ1 40361 K Cond GSZ140361 K AHRI ref 7995254 Coil ARUF37D14A AHRI ref 7995254 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 25800 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8600 Btuh Temperature dse 26 OF Total cooling 34400 Btuh Actual airflow 1147 ckn Actual airflow 1147 cfm Airflowfactor 0.044 cfm/Btuh Airflowfactor 0.049 cIm/Btuh State pressure 0.50 in H2O State pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 37 OF Backup: n/a n/a Input =OkW, Output =OBtuh,100AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rid- %-.rr' I - 201 8-Jun-20 09:32:13 Right-SuitaUniversal 2018 18.020 RSU16793 Page 1 sAlottoline - LorenzAb4toline - Lorenz resrut Cate = MJ8 Front Door faces: S ALLJobwrighisoft, Right-J R) Worksheet The Voltol/ Lorenz ResidanDateEntireHouseo: 9/201ineosil9rzals LM One Stop Cooling and Heating Pan: Custom 7225 Sandsawe Court, Suite 1, MAnter Park, FL 32789 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: Hm m0neStopCooling.com License: CAC032444 1 Roam name Entire House BEDRM 3 2 Exposedwail 274.0 ft 38.0 ft 3 Room height 97 It d 9.0 ft heaH000l 4 Roam dimensions 11.0 x 13.5 ft 5 Room area 1750.3 It' 148.5 IF Ty Conoixton U-value Or HTM Area (ft Load Area (M Load numberI BtuhAN-'F) BtuhAtT} or perimeter 11) Btuh) or perimeter IQ Bhth) Heat Cool Gross NtP/S Heat Cool Gross NlP/S Heat Cool 6 W 126 )sm 0.097 n„ 253 2.62 131 116 292 325 99 84 213 237 L---G 4A5-2ov O-W n" 9.13 - 10.77 15 0 137 162 15 0 137 162 w 13A-4ocs 0.143 n 373 2.90 400 260 970 753 0 0 0 0 4A5-2omd 0.550 n 14.35 13.85 80 0 1148 1108 0 0 0 0 11 4A5 2ov 0.350 n 9.13 10.77 36 0 329 388 0 0 0 0 11DO 0.390 n 1R.18 1227 24 24 244 294 0 0 0 0 w 126Asu 0.097 b 253 282 „, 324 324 820 913 122 122 308 342 w 13A-4ocs 0.143 a 3.73 2.90 465 457 1706 1323 0 0 0 0 4B5-2fv 12BO 0.350 0.097 a s ; 9.13 Z53 2928 2.62 8 131 0 116 73 292 234 3Z 0 0 0 0 0 0 0 0 AA5.2av 0350 s, i., ;c,9.13 10.95 15 26 137 164 0 0 0 0 0.143 s 3.73 2.90 400 308 1148 891 0 0 0 0 1]213A-4ocs 4A5.2ov 0.350 s 9.13 10.77 54 108 493 582 0 0 0 0 4B5-2fv 0.350 s 9.13 10.77 18 36 164 194 0 0 0 0 11DO 0.390 s 10.18 12.27 20 20 208 250 0 0 0 0 w 12BO v O097 w ' 2,53 2,82 324 324 820 913 122 122 308 342 h 13A-4ocs 0.143 w 3.73 2.90 465 428 1597 1239 0 0 0 0 4135.21v 0.350 w 9.13 2928 7 0 59 190 0 0 0 0 4B5-2fv 0,350 w 9.13 2928 7 0 61 197 0 0 0 0 11DO 0.390 w 10.18 1227 24 24 244 294 0 0 0 0 C 16X`I$ a 6.408 1.0 ` 1M 1403 1403 2073 2292 149 149 219 243 F 19A-Obstp 0.368 3.13 220 110 110 345 243 110 110 345 243 F 22A-tpm ` _ k186 30.80 0.00 ' 1293 173 5326 a 0 o a o 6 c)AEDexcursion 10 33 Envelope lossrgain 18691 13275 1529 1535 12 a) Infiltration 4063 1489 526 193 b) Roam ventilation 0 0 0 0 13 Internal gains: Oowparrts@ 230 4 920 1 230 Applianoeslat w 5680 1250 Subtotal (lines6to13) 22753 21365 2055 2208 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0Redistribution0011910314Subtotal227532136521742312 15 Dud loads 14% 100/o 3201 2087 14% 10% 306 226 Total room load 25955 23452i 2480 2538Airrequired (clm) 1147 1147 110 124 Galculabons approved UAGGA to meet all requirements of Manual J 8th Ed siVaitot'ne Lora nee-Loreazres.nrt Cale--MJSOFrantpooOw'•. f. .•_• ••.•11j11,__• f_f,•f.•••,••-'••1•,1••ff•!_•f'•_'•T, Ce'C K ^ RSU16793 2018 Jun-200Page 1faces: S wrightsoft Right-JO Worksheet Job: The ine! Lorenz Residen Entire House %Date: O6/19/201/201$ LM One Stop Cooling and Heating n: atom 7225 Sandsoove Court, Suite 1,1AtnterPark, FL 32789 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vmwOneStopCooling.comLicense: CAC032444 1 Room name BATH BEDRM 2 2 Exposedwall 8,5 ft X0 it 3 Room height 9.0 It heat/cool 9.0 it heathxoal 4 Room dimensions 7.0 x 8,5 It 1.0 x 144,0 ft 5 Room area 59,5 It, 144.0 fe Ty Conshoon U-value Or HTM Area (fF) Load Area (W) Load number BtuK*'-*F) BtuhAn or perimeter (ft) Btuh) or perimeter ft) Btuh) Heat I Cool Gross WPIS Heat Cool Gross NrP/S Heat Cool 6 160aV _ _ :. 0.097 n' 253 2.82 Q 0 0o 0 0 0 0 4AS.2ov: Q350 n 9.13 10.77 .. p 0 0 0 0. a 0 0 w 13A4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2omd 0.550 n 14.35 13.85 0 0 0 0 0 0 0 0 11 4A5.2ov 0.350 n 9.13 10.77 0 0 0 0 0 0 0 0 11 DO 0,390 n 10.18 1227 0 0 0 0 0 0 0 0 w 12B-Osw OA97 e' Z53 Z82 ' 0 0 0 0 45 45 114 127 w 13A 4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 13A4ors 0. 4A5-2ov 0. 4B5-2N D. 11 DO 0. w 126-4()su 0; 13A-40cs 0, 4B5.2fv 0. aBs2fv a. 11DO 0. C 16XIO-Wd D. F 19A-Obsto 0. F 22A-ipm 1 e 9.13 2928 0 0 0 0 0 0 0 0 2,82 0 I0 0 0 90 84 213 237 10.95 z, 0 0 15 A3 137 164 s 3.73 290 0 0 0 0 0 0 0 0 s 9.13 10.77 0 0 0 0 0 0 0 0 s 9.13 10.77 0 0 0 0 0 0 0 0 a 10.18 1227 0 0 0 0 0 0 0 0 WC 2,53 Z82 77 77 104 216 126 126 319 355 w 3.73 2.90 0 0 0 0 0 0 0 0 w 9,13 2928 0 0 0 0 0 0 0 0 w 9.13 2928 0 0 0 0. 0 0 0 0 w 10.18 1227 0 0 0 0 0 0 0 0 1.48 1 &3`, 60 60 86 97 144 144 213 235 3.13 220 0 0 0 0 0 0 0 0 30.80 0.00 0 0 0 0 0 0 A 0 61 c) AED excursion 1-5 1 1 -11 Enwelope lossigain 282 308 995 1107 12 a) Infiltration 118 43 416 152 b) Roam ventilation 0 0 0 0 13 Internal gains: Ooaupantse 230 0 0 1 230 Applianoesrother 0 210 Subtotal (lines 6 to 13) 399 351 1411 1740 Lessextemai load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 135 120 799 681 14 Subtotal 534 471 2210 2420 15 Dud loads 1 14% 100/0 75 46 140% 100/0 311 236 Total room load 609 517 2521 2657 Air required (cfm) 27 25 1 1111 130 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. VfA- wrlphtaacs>rC^ 2018-Jun-2009:32:14 IZght-Suit Universai 201818.0.20 RSU16793 Page 2 siftoitoline- LorenzAbItoline- Lorenzres.rut Catc=MJ6 Front Door faces: S Wrightsolt` Right-JO Worksheet Job: The Voltoline / Lorenz Residen Entire House Date: 06/19/2018 LM One Stop Cooling and Heating Pan: Custom 7225 Sandscove Court, Suite 1, Wnter Park, FL 32789 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Ukb:vA&w0neStopCooltng.com license: CAC032444 1 Room name HALL MECH 2 Exposed wall 0 ft 8.0 ft 3 Room height 9.0 It heat/ood 9.0 ft heat/cool 4 Room dimensions 4.0 x 11.0 ft 3.5 x 4.5 It 5 Room area 44.0 W 15.8 ft° Ty Congnx%on U-value Or HTM Area (tt) Load Area (fe) Load number BtuhfiF -F) B or perimeter 18 Bwh) or perimeter to Btuh) Heat Cool Gross NtP/S Heat Cool Gross NtPtS Heat Cool 6 V)! 12B•09N 4097 n 2M 2.82 4 0 0 0 32 32 80 89 L 4 4 &"IW 0350 ...n' 9.13 ; 1077 ', , 0 0 0 0 0 0 0 0 W 13A-4o s 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2omd 0,550 n 14.35 13.85 0 0 0 0 0 0 0 0 11 4A5-2ov 0.350 n 9.13 10.77 0 0 0 0 0 0 0 0 11DO 0_.390 n,.. 10.18 1227 0 0 0 0 0 0 0 0 W 12B-Osw 6.097 e < 2.53 2.62 . 0 0 0 6 41 41 103 114 IwI - L-1. 13A-4ocs 4135.2fv 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 ktL 12& 0.350 0.097 a S' 9.13 2.53 2928 2.82 . 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 4A5.2ov 0350 s: e_9.13'_d_10.95 0,; 0 0 0 0 0' 0 0 13A-4ors 0.143 s 3,73 2.90 0 0 0 0 0 0 0 0 4AS-2ov 0.350 s 9.13 10.77 0 0 0 0 0 0 0 0 4BS-2ry 0.350 s 9.13 10.77 0 0 0 0 0 0 0 0 11DO 0.390 s 10.18 1227 0 0 0 0 0 0 0 0 W 12B-Oser OQ97 w 2,53 2.82 ` 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4B5-2fv 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 4BS-2fv 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.18 1227 0 0 0 0 0 0 0 0C16X19-0ad^ . ., 0.408 1:48 163 44 65 72 16 16 23 26 F 19A-Obslp 0.368 3.13 220 0 0 0 0 0 0 0 0 F 22M7)xit z1160 , r 30.80''; 000 0 0 0 0 0 0 00 6 c)AEDexcursion 1 4 Envelope losstgain 65 71 206 225 12 a) Infiltration 0 0 111 41 b) Room ventilation 0 0 0 0 13 Internal gains Occupants 230 0 0 0 0 Applianoesbther 0 0 Subtotal Qines 6 to 13) 65 71 316 265 Less external bad 0 0 0 0 Lessbw*k*r 0 0 0 0 Redistribution 65 71 316 2654115Subtotat0000 Dudloads14% 10% 0 0 14% 10% 0 0 Total room load 0 0 0 0 Air required (din) 0 0 0 0 Calculations approved WACCA to meet all requirements of Manual J 8th Ed. ri t- wrigtutasol * 2018-Jun-200932:14 XC GA ^^^-^+_ Right -Suite® Universal 201818.0.20 RSU16793 Page 3 sAtoltoline-Lorenz\\bltoline-Lorenzres.rut Catc=MJ8 Front Door faces: S wright;,soft` Right-J® Worksheet Job: The Voltoline ! Lorenz Residen Entire House Date: 06/19/2018 LM One Stop Cooling and Heating n: custom 7225 Sandscove Court, Suite 1, VVnter Park, FL 32789 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 VVeb:vmw0neStopCoorrng.com license: CAC032444 1 Room name STAIRS DN LAUNDRY 2 Exposed wail 16.5 ft 32.0 ft 3 Room height 9.0 It heaVbool 10.0 It heat/mol 4 Room dimensions 3.5 x 13.0 ft 11.0 x 10.5 ft 5 Room area 45.5 It' 115.5 ft Ty Construction U-value Or HTM Area (n Load Area (fe) Load number BtjhTe-°F) Btuhfin or perimeter fo BWh) or perimeter ft) Btuh) Heat j Cool Gross NtPlS Heat Cool Gross NIPIS Heat Cool 6 v ff 126 w 0.097 n 2-02.82 0 0 0 0 0 0 0 0 L-(' 4A5.2ou :._. . >..:,_; p35p n 9.13 10.77 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 110 86 321 249 4A5-2omd 0,550 n 14.35 13.85 0 0 0 0 0 0 0 0 11 4A5.2ov 0.350 n 9.13 10.77 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 1227 0 0 0 0 24 24 244 294 w 12B-OSN 048i e 2.53 2.82 117 117 296 330 0 O 0 0 wI--G 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 105 105 0 392 0 304 04B5.2fv 0.350 O.097 a s 9.13 Z53 2928 2.82 0 32 0 32 0 80 89 0 O 0 0 0126OsGv 4A5s2ov,.$i3 1Q95 t;:, <0 0 t0 0 0 0 0 0 13AAocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0.350 a 9.13 10.77 0 0 0 0 0 0 0 0 4BS-2fv 0.350 s 9.13 10.77 0 0 0 0 0 0 0 0 11DO 0.390 s 10.18 1227 0 0 0 0 0 0 0 0 W TM w 10.097 w 253' W 0 0 0 0 0 0 0 0 13AAocs 0.143 w 3.73 2.90 0 0 0 0 105 105 392 304 4BS-2fv 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 4B5-2fv 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 C 16X194md 408 F 19A-Obslp 0.368 F 22A-0ni 10.18 1227 0 0 0 0 0 0 0 0 1.48 1.63 46 r 46 67 74 116 116 171 189 3.13 220 0 0 0 0 0 0 0 0 3R80 0,00 0 0 0 0 118 32 986 0 61 c)AEDexairion 1-8 1 1 -30 Erw1ope losslgain 443 484 2505 1310 12 a) Infiltration 229 84 493 181 b) Room ventilation 0 0 0 0 13 intemalon& Oowpants(r 230 0 0 0 0 Appiiancesbtfw 0 500 Subtotal (lines6 to 13) 672 568 2998 1991 Less exte olload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 672 568 0 0 14 Subtotal 0 0 2998 1991 151 uct 114% 10% 0 0 14% 422 195 Total roan load 0 0 j_ 10% 3420 2186 Air required (dm) 01 0 151 107 Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. R° 7 rAkRtaeofit- 2018-Jun-20 09:32:14 his •^ *- Right-SuiteSUniversal 201818.0.20 RSU16793 Page 4sAtoltoline- LorenzAblfoline- Lorenzresxut Cale =MJ8 Front Door faces: S wry htsoft' Ri ht-JCO Worksheet Job: The Voltoline / Lorenz Residen g Date: 06/19/2018EntireHousegy LIM One Stop Cooling and Heating Pfan: custom 7225 Sandscove Court, Suite 1,1Mnter Park, FL 32789 Phone: (407) 629 - 6920 Fax (407) 629- 9307 Mb:w mOneStopCooling.com Lioense: CAC032444 1 Room name IQTCHEN COMP 2 Bposedwall 14.5 ft 7.5 ft 3 Room height 10b It heatl000l 10.0 It heall000l 4 Room dimensions 11.0 x 14.5 ft 4.0 x 7.5 It 5 Room area 159.5 112 30.0 ft° Ty Construction U-value or HTM Area (ft0 Load Area (fly Load number Bluh#F-'F) BtuW or perimeter t) Btuh) or perimeter t) Btuh) Heat Cod Gross NP/S Heat Cool Grass NIPS Heat Cool 6 yJ 12B Osu ; 0<097 ri : 2.53 2.82 , 0 0 p p p 0 0 0 t=-G 4A5 2ov ':° 0 50 h' : 9.13 10,77 ' 0 0 0 0 0 0 0 D 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2omd 0.550 n 14,35 13.85 0 0 0 0 0 0 0 0 11 4A5.2ov 0.350 n 9.13 10.77 0 0 0 0 0 0 0 0 11D0 n 10.18 12217 0 0 0 0 0 0 0 0 W 12B-O . w 0.390 0497 e, 2.53 2.820 0 6 0 0 0 0 0 t-- G 13A- 4ocs 0.143 a 3.73 2.900 0 0 0 0 0 0 0 465- 26/ 0.350 a 9.13 2928 0 0 0 0 0 0 0 0 12& 06w "= >; 0.097s + 2.53 2.820 0 0 0 0 0 0 0 G 4A526v: Aok ' 6 6 0 0 0 0 0 0 0, 143 s 3.73 2.900 0 0 0 0 0 0 0 4A5- 2ov 0.350 s 9.1310.770 0 0 0 0 0 0 0 TE13A- 4ocs 4B5- 2N 0.350 s 9.1310.770 0 0 0 0 0 0 0 11 DO0.390 s 10.18 1227 0 0 0 0 0 0 0 0 W 126.0sw 0097 w 2.53 2.820 0 0 0 6 0 0 0 13A- 4ors 0,143 w 3.73 2.90145 145 541 420 75 62 231 179 4B5- 2fv 0.350 w 9.13 2928 0 0 0 0 7 0 59 190 4B5. 2fv 0.350 w 9.13 2928 0 0 0 0 7 0 61 197 11DO 0.390 w 10.181227 0 0 0 0 0 0 0 0 C 16X19-oad s 0468 1.63 160 160 236 261 30 30 44 49 F 19A-ObsO 0.368 3.13 220 0 0 0 0 0 0 0 0 F 22A4Qim " .: -,... 1.190 30.W0.00f 160 15 447 0 30 8 231 0 6 c)AEDemursion 29 199 Envelope loss(gain 1223 652 627 814 12 a) Infiltration 223 82 115 42 b) Room ventilation0 0 0 0 13 Internal gains Occupants(d 230 0 0 0 0 Appliances( other 1200 500 Subblai ( lines 6 to 13) 1447 1933 742 1356 Less e4emal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1447 1933 742 1356 151 Dud loads 1 14% 10°/a 204 189 14% 100] 104 133 Total room load 1650 2122 846 1489 Air required (dm) 73 104 37 73 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. 4 - lghIt-- 2018-Jun-2009:32:14 Right-Sui"Uniwrsat 201818.0.20 RSU16793 Page 5 swoltoline- Lorenz\ lbltoline- Lorenzresxut Cale =MJ8 Front Door faces: S wrightsofr Right-JQ Worksheet Job: The Voltoline / Lorenz Residen Entire House Date: 06/19/2018 LM One Stop Cooling and Heating Pan: Custom 7225 Sands000e Court, Suite 1, Wnter Park, FL 32789 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Mb:vA&w0neStopCoofing,cam License: CAC032444 1 Room name LIVING DINING 2 Exposed wail 28.5 It 14.0 ft 3 Room height MO ft heaU000l 10.0 It heat000l 4 Room dimensions 1.0 x 245.0 ft 1.0 x 225.5 It 5 Room area 245.0 W 225.5 fe Ty Construction U-value or HTM Area (ft") Load Area (fV) Load number Btuhffe-"F) BtuW or perimeter ft) Btuh) or perimeter it) Btuh) Heat Cod Gross NA'/S Heat Cool Grass I NrP/S Heat Cod 6 12f ,_ 0;097 0" 0 0' 0 0 0 p 0 4A5-20u' 0,'350 n 10.77 ", 0 0 0 0 0 0 0 0 Vh 13A4ocs 0.143 n 3.73 2.90 0 0 0 0 140 60 224 174 4A5-2omd 0.550 n 14.35 13.85 0 0 0 0 80 0 1148 1108 11 4A5.2ov 0.350 n 9.13 10.77 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0w126-0 t , . O:o97 e': 2:53 2.82 . 0 0 0 0 0 0 " 0 0 V}I 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0t-( 4B5.2fv 0.350 a 9.13 2928 0 0 0 0 0 0 0 0 14/ 12B.Osw, 0.097 s.` 53 262 0 0 0 0 0 0 0 0 9.13 10.95 '. 0 s..;'0 0 0 0 0 : 0 0 13A4ors 0.143 s 3.73 2.90 250 176 655 508 0 0 0 0 4A5.2ov 0.350 s 9.13 10.77 54 54 493 582 0 0 0 0 4B5.2fv 0.350 s 9.13 10.77 0 0 0 0 0 0 0 0 11DO 0.390 s 10.18 1227 20 20 208 250 0 0 0 0 W f2ROsN ', 0,'097 W: 2.53 2.82 i 0 t: 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 35 35 131 101 0 0 0 0 4B5.2fv 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 4B5.2fv V50 w 9.13 2928 0 0 0 0 0 0 0 0 11.DO 0.390 w 10.18 12.27 0 0 0 0 0 0 0 0 C 16X19.0ad 0,408 .,, a.48 1,63 ' 130 130 191 212 1 . 55 r 55 82 90 F 19"bsip 0.368 3.13 220 0 0 0 0 0 0 0 0 F 22A-tpm, 1180 36.80„ 0.00 ; 24.5 29 876 0 226 14 431 0 6 c) AED excursion 44 42 Envelope losstgain 2556 1610 1885 1331 12 a) Infiltration 439 161 216 79b) Roomventilation 0 0 0 0 13 Iniemaigains Occupants@ 230 0 0 0 0 Appliancesroftrer 1150 1380 Subtotal( lines6to13) 2995 2920 2101 2790 Lessextemai load 0 0 0 0Lesstransfer0000Redistribution157920014Subtotal315130122101279015Ductloads14°% 10% 443 294 14% 10% 296 273 Total room load 3595 3307 2396 3062Airrequired (dm) 159 162 1061150 Calculations approved UACCA to meet all requirements of Manual J 8th Ed Rig ht-Suite®Universal 201818.023 0RSU1679 ._ "„f• f 2018- Jun-20' _,•_ vyrrYytsltarotrlt 09:32:14 gMoltoline- LorenriWltoline- Lorenzres,rut Cale =MJ8 Front Door faces: S Page 6 WfightsoftR Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Date: Pan: The Voitoline / Lorenz Residen 06/19/2018 LM Custom 7225 Sandsoove Court, Suite 1, venter Park, FL 32789 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 V4eb:v mOneStopCooling.com Lioense: CAC032444 1 Rom name MBEDRM PWD 2 ExposEddwall 41.5 ft 0 It 3 Roan height 10.0 ft heat/ogoi 10.0 ft heat/cool 4 Roan dimensions 1.0 x 263.5 ft 1.0 x 27.0 ft 5 Roonarea 263.5 ft 27.0 It' Ty ConstrtxAon U-value Or HTM Area (ft') Load Area (fl') Load number BtuhAVF) B4rhtttz) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat I Cool Gross NIPIS Heat Cool Gross NIPIS Heat Cool 6 tqJ 12&- 6.097 n .: Z53 2.82 0 0 0 0 0 0 0 0 0 L- G AA5.2ai 0.350 n:: 913 10.77 0 0 0 0 r 0 0 0 w 13A-4o s 0.143 n 3.73 2.90 150 114 425 330 0 0 0 0 4A5-2omd Q550 n 13.85 0 0 0 0 0 0 0 0 11 E 14.35 4A5-2ov 0,350 n 9.13 10.77 36 0 329 388 0 0 0 0 11D0 0.390 n 1018 1227 0 0 0 0 0 0 0 0 w 12B-Ow, 0.097 a 253 Z82 0 0 0 0 0 0, 0 0 w 13A4ods 4B5.2fv 0.143 a 3.73 2.90 160 160 597 463 0 0 0 0 126 Osw 0.350 0097 a s, 9.13 2532.82 2928 0 0 0 0 0 0' 0 0 0 S0 0 0 0 0 0 0 4Asw26v 0350 s :.: 9.13 ,. A'0.95 0 0 0 0" 0 0 0 0 13A-4ocs 0T. 143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2dw 0.350 s 9.13 10.77 0 0 0 0 0 0 0 0 E 4B5.2fv 0.350 s 9.13 10.77 0 0 0 0 0 0 0 0 11DO 0.390 s 10.18 1227 0 0 0 0 0 0 0 0 w 1213-09u ': 6.007 W Z53 2 0 0 0 0 0 0 0 0 s Q143 w 3.73 2.80 105 81 302 235 0 0 0 0 TE 13A-4o 4B5.2fv 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 4B5-2N 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 11130 0,390 w 10.18 1227 24 24 244 294 0 0 0 0 C 16XI%oad 0.400 1A 163 248 249 367 406 6 6 9 10 F 19A-Obstp 0.368 3,13 220 0 0 0 0 0 0 0 0 F 22A=fpin ;: ,. 1180 30:80 `,',0.00 264 42 1278 0, 27 0 0 0 6 c4AEDe=rsion 48 0 Envelope law/gain 3544 2068 9 10 12 a) Infiltration 639 234 0 0 b) Roan %entilation 0 0 0 0 13 Intemalgains: Ooarpants@ 230 2 460 0 0 Applianoesb1her 450 0 Subtotal Pines 64o13) 4183 3213 9 10 LesseAernalload 0 0 0 0 Less trark*x 0 0 0 0 Redistribution 0 0 64 38 14 Subtotal 4183 3213 73 47 15 Dud loads 141/4 101/o 588 314 14% 10% 10 5 Total room load 4771 M27 83 52 Air required (fin) 211 172 4 3 Calculations agproved b ACCA to meet all requirements of Manual J 8th Ed. Q, *iA- wr 1SihE a YID^ 2018-Jun-20 09:32:14Right-SuiteOD Universal 201818.0.20 RSU16793 Page 7AeZK „.sNoltoline - LorenzUttoline - Lorenz res.rut Catc- MA Front Door faces: S wrightsoft° Right-r.1 Rn. Worksheet Job: The 9/201ine f Gores Residen Entire House oat: ofif,sf2o,a uln One Stop Cooling and Heating pt": custom 7225 Sandscove Court, Suite 1, Wnter Park, FL 32789 Phone: (407) 629- 6920 Fax (407) 629 - 9307 web:vA&w0neStopCooling.com license: CAC032444 1 Room name STAIR UP M BATH 2 Bposedwall 3.5 It 6.0 It 3 Room height 10.0 It heaVbod 10.0 ft heaftol 4 Room dimensions 1.0 x 38.0 ft 1.0 x 104.0 ft 5 Room area 38.0 ft' 104.0 It' Ty Construction U-value Or HTM Area (W) Load Area (ft') Load number BWMN-°F) or perimeter ft) Bluh) or perimeter ft) Btuh) Heat I Cod Grass NrP/S Heat Cool Gross NIPS Heat Cool 6 vu 1213 s 0.097 n ' 2.53 282 U 0 0 0 0 0 0 0 t=G AA5 2ou . 0,350 wn; 9.13 10;77 D 0 0 0 0 0 a 0 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2omd 0.550 n 14.35 13.85 0 0 0 0 0 0 0 0 11 4A5.2ov 0.350 n 9.13 10.77 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 w 128-0sx OU97 e i- '253 282 0 0 0 0 0 0` 0 0 w 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 60 52 194 151 4B5.2fv 1213-09 v _ 0,350 6.07 a s 9,13 2.53 2928 2,82, 0 0: 0 0 0 0 0 0 8 0 0 0 73 0 234 0 4A5-2ov. r. 0350 a 9.13 16.95 0 0 0 0 6 0 r 0 0 13A4ors 0.143 s 3.73 2.90 35 26 97 75 0 0 0 0 4A5.2ov 0.350 s 9.13 10.77 0 0 0 0 0 0 0 0 4B5-2N 0.350 s 9.13 10.77 9 9 82 97 0 0 0 0 11DO 0.390 s 10.18 1227 0 0 0 0 0 0 0 0 w 1213:09i+ 0.097 w-: 253 222 , 0 0 0 0 0- U 0 0 13A4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4B5-2fv 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 4B5.2fv 0.350 w 9.13 2928 0 0 0 0 0 0 0 0 11DO 0.390 w 10.18 1227 0 0 0 0 0 0 0 0 C 16X19-0ad 0:406 1.48 1.63 15 15 22 25 102 102 150 166 F 19A-Qbstp 0.368 3.13 220 0 0 0 0 0 0 0 0 F 22A-1pm '- 1 180 30.80 O.Op 4 33 4 108 0 104 6 185 0 I ii I 61 c)AED exr_ursion 1-3 1 1 75 Envelope loss(gain 309 194 602 625 12 a) Infiltration 54 20 92 34 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 0 0 Appiiancestother 0 0 Subtotal (tines6 to13} 363 213 694 659 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 363 213 78 46 14 Sul 0 0 773 705 15 Dud loads 14% 100% Ol 0 140/a 10% 109 69 Total roomload 0 0 881 774 Air required (dm) 0 0 39 38 Calculations approved WACCA to meet all reauirements of Manual J 8th Ed. 44- wrlQfaXss+csf 2018•Jun-20 0 Page 8AetA -^ ^+•-*- Right-SuiteSUniversal 201818.020RSU16793 A\ toltoline-Lorenzibbitoline-Lorenzres.rut Cale =MJ8 Front Door faces: S 41+ wrightsoft' Right-J® Worksheet Job: The ine /Lorenz Residen We: Entire House% 06H91201/201s LIM One Stop Cooling and Heating n: Custom 7225 Sandscove Court, Suite 1, Wnter Park, FL 32789 Phone: (407) 629 - 6920 Far. (407) 629 - 9307 Web: wyw OneStopCooling.com License: CAG032444 1 Room name MWC MWIC 2 Exposed wall 9.5 It 16.0 ft 3 Room height 10.0 ft hea7cool 10.0 It heat/000l 4 Room dimensions 3.5 x 9.5 It 11.5 x 4.5 It 5 Room area 33.3 ft' 51.8 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft') Load number Bluhftt'--F) Bhrhlft'j or perimeter (ft) Btuh) w perimeter (fq Btuh) 6 i26-0sw 0. I-G 4A5.26V. A 13A-4as 0. 4A5.2omd 0. 11 4A5-20v 0. 11DO o. W 12B-09w. 0 UN 13A4ors 0. I-_G 4B5-21V 0. W 12&09N . Q 13A flocs 0. 4A5•zov 4B5.2fv a. 0. 11DO 12B49W 0. OiW 13A-400S 0. 465-2(v 465-2N 11DO 16X19-0ad `; 0 0: 0 0 TE C F 19A-Ok>stp 01 Heat Cool Gross NtP/S Heat Cool Gross NIPS Heat Cool 97 2.82:. 0 ;;, 0 O 0 0 0 0, 0 0 S50 n 8.13 10:77 . 0 0 0 0 0 0 0 143 n 3.73 2.90 0 0 0 0 0 0 0 0 i50 n 14.35 13.85 0 0 0 0 0 0 0 0 150 n 9.13 10.77 0 0 0 0 0 0 0 0 90 n 10.18 1227 0 0 0 0 0 0 0 I97 e , 2.53 ' 282 -` 0 0 0 0 0 0 0 0 143 a 3.73 2.90 95 95 355 275 45 45 168 130 15O a 9.13 2928 0 0 0 0 0 0 0 0 W. s 253 2.62 ;; 0 0 .... 0 0 0 0 0 0 150 9.13 '.:A025 0 :. 0, 0 0 : 0 A 0 0 143 s 3.73 2.90 0 0 0 0 115 106 396 307 150 s 9.13 10.77 0 0 0 0 0 0 0 0 150 s 9.13 10.77 0 0 0 0 9 9 82 97 190 s 10.18 1227 0 0 0 0 0 0 0 0 W w' 153 '.' 2.82 ' 0 0 0 0 0 O 0 0 143 w 3.73 2.90 0 0 0 0 0 0 0 0 150 w 9.13 2928 0 0 0 0 0 0 0 0 150 w 9.13 2928 0 0 0 0 0 0 0 0 190 w 10.18 1227 0 0 0 0 0 0 0 0 106 1.48 163 33 33 49 54 52 52 76 85 168 3.13 220 0 0 0 0 0 0 0 0 30.86 OM ; 33 10 293 , 0 52 16 493 0 61 c) AED excursion 6 10 Emoelope loss(gain 696 324 1215 608 12 a) Infiltration 146 54 246 90 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appiiances/otirer 0 0 Subtotal (lines6 to 13) 843 377 1461 699 Lesse)"amalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 64 38 14 Subtotal 843 377 1525 736 15 Duct loads 14% 100/0 119 37 14% 1001 215 72 Total room load 961 414 1740 808 Air required (dim) 42 20 77 40 Calculations approved UACCA to meet all requirements of Manual J 8th Ed. tiA- wrigt taresT 2018•Jun-2009:32:14 M--• Right -Suite® Universal 201818.020 RSU16793 Page 9swoltoline-Lorenz\Witotine- Lorenz resrut Cale =MJ8 Front Door faces: S Duct System Summary Job: The Voltoline I Lorenz Resi wrightsofts Date: 06/19/2018 Entire House Ekr LM One Stop Cooling and Heating Plan: Custom 7225 Sandscove Court, Suite 1,Wnter Park, Fl. 32789 Phone: (407) 629- 6920 Fax, (407) 629 - 9307 V-kb:wAAm0neStopCooIing.00rn License: CAC032444 For. The Voltoline / Lorenz Residence, Miller Construction 214 Elm Ave, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.179 in/l 00ft 1147 ctm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.179 in/100ft 1147 cfirn Name Design Btuh) Fftg cfrn) Cig clirn) Design FR Diam in) H x W in) Duct Mau Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BX"H h 609 27 25 0.299 4.0 Ox 0 VlFx 8.8 105.0 W BEDRIVI 2 c 2657 ill 130 0.284 6.0 Ox 0 VlFx 14.5 105.0 W BEDRIV13 C 2538 110 124 0.297 6.0 Ox 0 VlFx 14.4 100.0 W COMP C 1489 37 73 0.184 5.0 Ox 0 VlFx 45.1 140,0 SO DINING 0 1531 53 75 0.190 6.0 ox 0 VlFx 38.9 140.0 st3 DINING -A c 1531 53 75 0.188 6.0 Ox 0 VlFx 46.1 135.0 st3 KITCHEN c 2122 73 104 0.194 6.0 Ox 0 VlFx 40.4 135.0 st3 LAUNDRY h 3420 151 107 0.186 7.0 0x0 VlFx 42.8 140.0 st3 LIVING C 1653 79 81 0.179 6.0 Ox 0 VlFx 45.4 145.0 st3 uvlNG-A c 1653 79 81 0.180 6.0 Ox 0 VlFx 49.0 140.0 st3 M BXH h 881 39 38 0.259 4.0 Ox 0 VlFx 21.1 110.0 sti MBEDRM h 2386 105 86 0.278 6.0 Ox 0 VlFx 17.3 105.0 Sti M SEDRA4-A h 2386 105 86 0.268 6.0 Ox 0 VlFx 22.0 105.0 sti MV%C h 961 42 20 0.252 4.0 N 0 VlFx 25.0 110.0 Stl MVIAC h 1740 77 40 0.241 5.0 ox 0 VlFx 30.9 110.0 sti PV%o h 83 1 4 1 3 1 0.274 1 4.0 1 Ox 0 VlFx 1 19.1 1 105.0 1 Stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type clm) dm) FR 10m) in) in) Material Trunk st3 PeakAVF 526 595 0.179 757 12.0 0 X* 0 VinlFlx sti sti PeakAVF 899 867 0.179 644 16.0 0 x 0 VinlFix st2 PeakAVF 1 248 1 279 1 0.284 1 800 1 8.0 1 0 x 0 VinlFix Soldritalic values have been manuallyovealdden Llnl ft Right-SuiteO Universal 2018 18.0.20 RSUl 6793 ACM sWoltoline - LorenzAbItoline - Lorenz res.rut Calc = MJ8 Front Door faces: S 201 8-Jun-20 09:32:15 Page I Name Grille Size (in) Fftg cfm) Cig cf1m) TEL M Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct MatI Trunk rbI Ox 0 1147 1147 0 0 0 0 Ox 0 VIFx 1 is ft. 2018-Jun-20 09:32:15 9 j Rghl-SuiteO Universal 201818,020 RSU16793 Page 2ACCK ...\Voltlin. - Lor,,nl\\bltoline - Lorenz res.rut Calc = Mill Front Door faces: S Static Pressure and Friction Rate Job: The Voltollne I Lorenz Resi wrightsoft- Date: 06/1912018 Entire House W. LM One Stop Cooling and Heating Plan: Custom 7225 Sandsoove Court Suite 1,VAnter Park, FL32789 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Vkb:mmAAi0neStopCooIing.corn License: CAG032444 For. The Voltoline /Lorenz Residence, Miller Construction 214 Elm Ave, Sanford, FL 32771 Heating Cooling in H2O) in H2O} Extemal static pressure 0.50 0.50 Pressure losses Coil 0 0 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 I Total Effective Length Supply Return Ift) (ft) Measured length of run -out 12 0 Measured length of trunk 33 0 Equivalent length of fittings 145 0 Total length 190 0 Total effective length 190 Supply Ducts Return Ducts Friction Rate Heating in/1 00ft) 0.179 OK 0.179 OK Cooling in/1 00ft) 0.179 OK 0.179 OK Fitting Equivalent Length Details Supply 4X=35, IIA=20, 11 G=5, 11 G=5, 11 G=5, 11 M=20, 11 1=1 0, 11 G=5, 11 G=5, I A=35: TotalE L=145 Return TotalEL=O of*' ft* 2018-Jun-2009.,32:15 Right-Sulte(D Universal 2018 18.0-20 RSUI 6793 Page 1 AoUtoline - LorenzAbitoline - Lorenz ressut Calc - MJ8 Front Door faces: S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Voltoline - Lorenz res Builder Name: miller construction Street: 214 Elm Ave Permit Office: City of Sanford City, State, Zip: Sanford , FL, 32771 Permit Number: U Owner: The Voltoline / Lorenz Residence Jurisdiction: 691500 W T 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the soffitceiling/soffitTheinsulationinandropped9 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. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame 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 crawispace Shafts, penetrations Duct 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 Narrow cavities cavities shall be filled by insulation that on 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 tight 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 extendhind piping and wirings 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 seated in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. .I G—Mvi 1. is-p viwn us iuy waus span roe in accoroance with the provisions or iU(;-4uu. 6/20/2018 10:26 AM EnergyGauge4D USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 N 1st Floor I 3" '1 I t 1 i 1 f I ti I jai Ij13 •;i I f A rr^ J+ I PVVM law r _ I 1 1 , i It , . 1 t1 t 1 I EFt > 50 CFM Fan7riEF2m80CFMFan j EF3 ® 110 CFM Fan uunvoer K tmoo zw EFL 1 a 50 CFM Fan toy Y loxio 2. 105am EFL2.80 CFM Fan st , YY. 1 t dm Q EFL3 - 110 CFMFan is MEEDRMVTR . vent to Floot I » x 1 __.,... ,. .. s r VTW - Vent to Wall lax to j 1 Ov - Dryer Vent F tOx ' t RV m flange Vent I 1 I 12• FW ;. — Uneset Chaset,. \ 9{arliser Condensate aa` 1 . _f}.... QT -Themtostat Itrio .: I.._ a • f "" ' . ' SfiB = &mail Faductlon Box t owmaG R . LFG . Large Reduction Box e t I t 1 FBB =Feld Butt Box x 42dm F 79dm 1.., •.. 10tdtrt^' f"I 1 _. 6-0 OM`dPn4 _. __ .... _. t + t .. iti ,t { CE l LrAw. taC STPIRUP .:/ H0.7 \I1Ti Zm TJdmMVYIC' is , r 1 LL i..} t , I iAW_ t i i? k,rsart! nlfln Job M The Vottotine ! Lorenz Residence Scale: 1 : 87 Performed by LM for: One Stop Cooling and Heating Page 1 The Uollohne ( Lorenz Residence 7225 SandscoveCourt, Suite 1 Right-SuiteD UrMrsal tote 214 ElrnAvo Winter ParkFL32789 18'02o RSU16793 Sanford, FL , 32771 2018-Jun-20 09:42:08 Phase: (407) 629 - 6920 Fax: (407) 629 - 9307 orenz\Wltoline - Lorenz res,rut wmv.0neStopCoolirlg. corn a Job M The Voltoline / Lorenz Residence Performed by LM for: TheMokoline / Lorenz Residence 214 BmAve Sanford, FL 32771 2nd Floor One Stop Cooling and Heating 7225 Sandscove Court, Suite 1 Winter Park, FL32789 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.0neStDpCooling.com Scale: 1 : 87 Page 2 Right-SuiteS Universal 2018 180.20RSU16793 2018-Jun-2009A2:14 orenzWoftofine - Lorenz res.rut E 1-1 V E 0 E m> E C: 0 0 0 M 0 0 w 0 C M 0- M C C M X 0 0 0. M 0C 0 4 LEGAL DESCRIPTION LOT 3 BLr 4 TR -7 TOIAN OF SANFORD PB 1 P64 1 PARCEL ID 25-Iq-30-5AG-040-/---0030 ZON I NG' SC3 IMPORTANT NOTE: THIS PROP05ED SI-'I-E PLAN IS NOT AN ACTUAL SURVEY OF L SAID PROPERTY. HILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORNATION, THE ONNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY 51TIE DINIE-N9ONS AND CONDITIONS/ PLACENENT OF THE STF)UCTURE/ AND ANY O'MER RESTRICTIONS OR 11-11 -[ATIONS BEFORE CONSTRUCTION BEGINS, ALLE, 7 AV ELM A VT Site Reference /Grading Plan 5CALE: 1`=l5'--0" The Voltoline / Lorenz Residence 214 Elm Ave. in Sanford, FL 32771 miller construction services - 407-792-3955 Curtis Miller CBC1251569 I Job: 21035 NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / Al Top chord 2x4 SP #2 Dense 12, T4 2x6 SP #2: Bot chard 2x4 SP #2 Dense :B2 2x6 SP #2: Webs 2x4 SP #3 : W17 2x4 SP #2 Dense: Calculated horizontal deflection is 0.13" due to live load and 0.15" due to dead load. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live bad. Attic room loading from 14.7-8 to 24-9.4: Live Load: 40 PSF, Dead Load: 5 PSF Ceiling: 10 PSF, Kneewalls: 5 PSF THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X4 except as noted. 140 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TCDL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar -tie braced with continuous lateral bracing at 24" oc, or rigid ceiling. Deflection meets U240 live and U180 total load. Creep increase factor for dead bad is 2.00. i4'78 10'i"12 F fs'1"a 19'11"4 ={- 19'l 1"4 w 5 5`5"6 {+ 5'4"15 —ice 3'5'11 {= 5'3"12 j= 4'1t"i2 — I+ 3'5"8 5'3"6 511"2 - m' 15 T2 i 2 41 / 8 w2X4 63X6 7 / E14X4 53" 12 4'10" %8X8(SRS) y 7" g 7X8 1or1°1 22 4 bo 24 1 1 "14 w 1 4X62 04061 / 8 1124 f2 3 26 TXif1H0510si• 6W 17II X =-4X70 Alo g2 RI JPT N2X4 f9 8 14 25 13 6 28. 4"8 M010 11' 6" 21 p 3 5'2"2 1= 5'8"6 5'9"9 — wit 1— 2'2'6 +j 2 oT 3.5"8 - {= 5'5"2 5'9"6 ;12 r --- I 6' 2"t4 16713 — = 14'9"12 i 4 39' 10"8 LEFT RAKE = 1' t_ 42' 8" LEFT JIG = 22'11"3 RIGHT RAKE = 1'5" TAG = T10 RIGHT JIG = 22"1"3 PLT. FYP.-WAVE DESIGNCRIT=FBC1p17RE5/TPI-20tdFTlRT=Q5(p4,}/t0(0} Ta QTY= 3 TOTAL= 3 72° REV. 17.02.O1A.1114.21 SEQ = 888830 SCALE= 0.1875 R= 1723# U=373# RL=354 R' id Surface) 354# VARNINGI- READ AND FOLLOW ALL NOTETH16 DRAWINGI R=1759# TAT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. trusses356# W=3"6 R=946# 14 TCLLL2"pSf REF TQE ACE pRED AlireQ-- I, me care-rabdrap. steppeq. -t.&V ad hadrq. p.Wa (RigidSurfaibwftWW.%..fBcsr(&A&gc«"porant o-earnaam,byTPwamwTCA)(a:mery ace) Rigid Surface) TS- P-t—prior-P f+ gnesea sms. k' ass swV-de 2c.Pmsv bra gaerec5r. i s needattrawise, wa shil nave aahd so-ucnaxsrwmq arw aamm TC DL SEAT PLAi 1iFH tED F' DATE os-18•zo16 aRWG h st— shadtmveapreoe'NafteCh ripe ae6r6 L 83, 97 s810 Ar V anentreWsa d = f bsperBw1S6E0ua83.ftTmalO.as Am,ta ec DL 10.OpSf d trues and paaitx as shags above arq an e . r dte. e= pa BC LL O.Opsf SLC aa"rde a& r mama rowxdme wss , a«,ra,me,,,r.,wsvTPr ,. a r« r„q. dam. ,pr; O/ A LE N. 391008 d asea Aew,' r .d° n. popbftedalp °. `he TOT. LD. 37.Opsf TRUSSCO. 90WY. K41MKy wWp d ftarr.ww yaw DMiF«« Ar+sv MIsc.2,'" ° DUR.FAC. 1.25 JOB #: 21035 For era mr«awn yap ft. i g a 1— page and me=a CG «ao sees. ITW.. w,.4,ftg n,;TP —,tpust. g:wTCA.to t. Wn. .ICC.,.-.caaa :ra.«g SPACING 24.0" TYPE Cdil/iN ab:(21035) NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / A2 Top chord 2x4 SP #2 Dense 72, T4 2x6 SP #2: Bot chord 2x4 SP #2 Dense :B2 2x6 SP SS: Webs 2x4 SP #3 :W6 2x4 SP #2 Dense: W 16 2x4 SP #1 Dense: Calculated horizontal deflection is 0.44" due to live load and 0.32" due to dead load. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Collar -tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Deflection meets U240 live and U180 total load. Creep increase factor for dead bad is 2.00. r 147'8 T 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 16.00 It mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C, wind TCDL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Trusses to be spaced at 16.0" oc maximum. Attic room loading from 14-7.8 to 24-9-4: Live Load: 40 PSF. Dead Load: 5 PSF Ceiling: 10 PSF, Kneewalls: 5 PSF RCaloufated vertical deflection is 0.61" due to live bad and 0.88" due to dead load at X = 14-5-12. 19*11'4 ..i.. 5.118 —.. fi""— 5'5"6 1- 54'14 --. 1 3'5`12 —+-- 53"12 1 4'11.12 j42 15 25'0'12 az 1",} 53-10 — — 5'8"6 {" 5'8"1 "t5? I• z— •-I E- 2'3"9' 8r2"15 LEFT RAKE = 1'5" 47A 48 LEFT JIG = 22'11 "3 TAG = T1 =865# U=183# RL=187/-102# W=6"14 R=1284# ti=2ey24# W=3'8 PLT. TYP: WSurfa-) _ _ DESVNCRT-,F8=17RE8 1-2oc4 FTATa.0%(o,F19iu7 QTY=f V i-nL= 7 ACCU- SPAN ipl snep? mve s {nwery a4tan t c rq. cacyssm,s — v W. lam Eesnax a++ebs KgSb'.' 9 ,taNecv :sec erb.88, 87.v@x0...aa9rdcatp. AxmM t+e.em,tace dsvuampowsMw++above. mxlmme Jaax .wdess mxm at+a+we thAN, f. y kd. mare a b.ad an A*tst7v4 ,.ore« r:,2. TRUSSCO. Awd. ft* .roaomspwfterontaaw%u.xrscan c.msanw..ww Fo—edo' rzx3Mn—t. Xb. 9-4 Me the-bs . Tv,8CG:" A. tcq.em+: M •ww.%r t.ag WT;A wa-xsbc ,kY.c x%C w"w.iaa , INSTALLERS. RIGHT JIG = 3'8"15 SEQ = 888826 REV, 17. 02.01A.1114.21 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 7.Opsf 10.Opsf O.Opsf 37.Opsf REF DATE 06- 18-2018 DRWG SLC O/ A LEN, 250012 DUR.FAC. 1.25 JOB #: 21035 SPACING 16. 0" TYPE SPEC b:(21035) NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / A3 Top chord 2x6 SP #2 :T1 2x4 SP #2 Dense: 13 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense :B2 2x6 SP SS: Webs 2x4 SP #3 :W6 2x4 SP #2 Dense: Calculated horizontal deflection is 0.48" due to live load and 0.33" due to dead load. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purtins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Collar -tie braced with continuous lateral bracing at 24" oc. or rigid ceiCng. Deflection meets Ll240 live and Lt 80 total load. Creep increase factor for dead load is 2.00, 1- 1478 '- 19'tt"4 THIS DWG. PREPARED BY THE. ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X4 except as noted. i plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bkig, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Trusses to be spaced at 16.0" oc maximum. Attic room loading from 14-7-8 to 24-9-4: Live Load: 40 PSF. Dead Load: 5 PSF Ceiling: 10 PSF, Kneewalis: 5 PSF 1at•72. -i kCalculated vertical deflection is 0.65" due to live load and 0.89" due to dead bad at X = 14-5-12. t9 515"6 - .I - 5'4'14 1+ 3.5-12 —r1- 5'3"12 1- 51"8 -- 15 C4 1 8 112X4 7 12 6 / 7X8(SRS} 5 10'1"12 Tt N a) T3 f t2 8234 w4X6 T t2 19a) 3 i REF PT 14 t7 113X6 6 82 m4Xt0 82X4 2( art" 24'11' tit 53.10 I+ 18.6 -- — 5.8"1 —`t tl3 I"—"{ F' 2.3-9 "I 16'9"13 8'2'75-i 2S0"12 a=o *164"10 CV m 2 10' 26'5"8 LEFT RAKE = V5" LEFT JIG = 22"1"3 RIGHT JIG = 3'8"15TAG = T18 j----- 10'5"4 SEQ = 888832 PLT. TYP-WAVE DESIGN cRrr.aeczor7REsrTat--zor4rTAT-W40%v'rotot 47# QTY= 2 TOTAL= 2 REV. 17.02.01A.1114.21 SCALE=0.1667 R=864# U=783# RL=1871-t Rigid Surfacer}[,ry'{'` 2# Wes" "WARM l"READ AND THIS DRAWN I 32# W=3"8IORTANT'" FURN04 THIS DRAWING TO ALL CONTRACTORS INCLUDING THE TC LL 20.Opsf REF i{ ED airL-11 Tn;33t+5reWma trene cazein .S*VOV andb-9, R.*roadwme esz , a t ram# . by Tart wxcy sc. safer R=295# U=92# W=3" TC DL 7.Opsf DATE 06-18-2018L1CIMP"""' ft a` °r M - (Rigid Surface) txaegs wed aP4rwise. rm crmr s+uarye aweer *Ws snu zr ar1dboESan d-d DRWGstprhaveapropuryatt>Ge aeons vuws+ror resamx d."ens p. ae sa,e7«s10,a . r ro ram BC DL 10. Ops dao as It_ .amJi Dom. syeaaww e FWe .dfi %16OA-ZtorsWdrdpkftpc.t BC LL O.Opsf SLCnwC.V G I,..10b., t'.yt-0.*. Lai erobL*1"Ve MY withAN$IiPt1,CVhwdrV00p?g,mt2YaCx t TOT.LD. 37.Opsf OJA LEN. 250412d..a..# e,o..# . . DUR.FAC. 1,25 JOB #: 21035TRUSSCO. tam Ifto o.gPerA MIft s.o""° FeasetrNamaf»see#vs iob's9ews rxes cage" thesewetssam www . tTwecc: Xq :Tay:.w. .erg: wTCA, w .sbc,&srr,.G tCe. w.,.- .ng SPACING 16.0" TYPE SPEC Job: 21035 NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / A4 Top chord 2x4 SP 92 Dense 32, T4 2x6 SP #2: T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense :B2 2x6 SP SS::B4 2x6 SP #2: Webs 2x4 SP #3 :W 15, W19 2x4 SP #2 Dense: Calculated ho€izontaf deflection is 0.14" due to live bad and 0.14" due to dead bad. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC td 24" oc. Collar -tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Deflection meets U240 live and L/180 total bad. Creep increase factor for dead load is 2.00. E 14'7'8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X4 except as noted. plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bklg, Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live bad. Attic room bading from 14-7-8 to 28-2-12: Live Load: 40 PSF. Dead Load: 5 PSF Ceiling: 10 PSF, Kneewalls: 5 PSF 137"4 .{ - 11'7'12 - I g 1911"4 {+- 1911'4 5'6"73`4"3 5'3"12 + 8'5`41 3*Z+_ — 4'4"4 5'6'13 15 T2 2X4 7 12 017X8 6 4 / a) n m I12X4 = 5X6 12 13 € 6 2X4 I# 2x4 E7X8 I XS a4X8 =7X10 82X4 I R4FF PT M5X6 tg 112X4 '•SXtO 26 J 6 8 —6X1024'11" = 6X8 14'11"g 20 fi4 572 + 5' 8'14 - }. 5'8"1 2'0't01'S` 1'6"t2 t" 1t33'5"8 4'0`t5 7" 5'g^g :,j 2 4"12 16'9' 13 I 39, 10`8 4T8' LEFT RAKE = 1'5" RIGHT RAKE = 1,5" LEFT JIG = 22"1"3 RIGHT JIG = 22'11"3 TAG = T14SEQ = 888822 550l' PLT. TYP.-WAVE DESIGN clJ7—F9Mt7RE91P1.2014F7MT_0%;t0%v,a0s la« QTY= 3 TOTAL= 3 REV. 17.02.01 AA 114.21 SCALE=0.1875 R=1553# U=352# RL=354 354# WARN(NGI- READ AND - ALL THIS DRAWtN01 R=2143# U=330# W=3`8 MUTANT- FURNISHT DRAWINGTo ALL CONTRACTORS INCLUDIO THE INSTALLERS. R=1t10# to TC LLMREFR' Surface) F T@ AIEdL RED sea e«s«„a :,rar st;co>:.u. ae«ate. Pa«roaa (Rigid Surface) roa-ftL# esteda«,d ta*soc byTParowTcntmrs1.ty R" Surface AC/ 1.. lSrti1 i OaC aato th—/-0 Wtdie c A*lemo—V bra Pei 9CS. TCDLSEATPLA17!() tED DATE 06-i$-2018 lhdess n« ad calla Mse, tro &-d 06 h.. WW" *shed "Itch al Sf t ir9 aWb« dd st haveaP' oPaN ta:hain>p1caW"8l sro,a«c. ,mot m ot, BC DL 10.0pisf DRWG SLC rrw b. ,«.11d *V BC ILL a.apsf actkx;reax; ahaatsc-rPrt.«wr,a,a:,g.uVoep.as - TOT.LD. 37.Opsf O(A LEI. 391008 TRUSS CO. A seamV*ft,*Vvs aw"Vre**WVabft"t aoW 9.b a1 dIMP 0— a.V*%ft toft14nw«w aa» DMOW :" MISwi° DUR.FAC. 1.25 JOB #: 21035 F«m«ems« s % ;erg:WTrA hV ,. C ITwaGG: www.impcy.coen: TPc w,xv ydnf «g: wTCA: wwx.SCCiv¢;s(ryGan: tCC'. www.icc5afe,ap SPACING 24.0" TYPE C©MN Jab: 21035 NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / A5 Top chord 2x4 SP #2 Dense :T2. T4 2x6 SP #2: T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense :B2 2x6 SP #2: Webs 2x4 SP #3 :W 17 2x4 SP #2 Dense: Calculated horizontal deflection is 0.13" due to lire load and 0.15" due to dead load. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purfins to brace all flat TC @ 24" oc. Collar -tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Deflection meets U240 live and L/180 total bad. Creep increase factor for dead load is 2.00. 14'7 8 0 T 1 19'11'4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X4 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 16.00 It mean hgt, ASCE 7-10, CLOSED bklg, Located anywhere in roof, RISK CAT II, EXP C, wind TCDL=4.2 psf; wind BC DL=5.0 psf. GCpi(f/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live bad. Attic room loading from 14-7-8 to 24-9-4: Live Load: 40 PSF. Dead Load: 5 PSF Ceiling: 10 PSF, Kneewa ls: 5 PSF f0'1"12 ( 151'4 19'11"4 t-f"-- 5'5'6 {+ 5'4"15 1— 3.5"1 t I+ 5'3" 12 + 4' 1 i"12 ---} - 3-3.15 {- S4"15 {-- 51112 --4- 15 1 ft 5'22 ,.1 5'8`6 I+ 5'9"9 1f i— r2"6 +{ ""f 1 3's"8 65"2 7= 5'96 2 F r --i 4Fi3q 6'2"14 { 39' f0"8 141"12 i f 4"1 1$'.10• ar8" LEFT RAKE = 1'RIGHT RAKE = 1'5" LEFT JIG = 22'11"3 RIGHT JIG = 22'11"3TAG = T6 8791Z" SEA = PLT. TYP.-WAVE oEsxncRlT arraes vl.zorsvTmT=o,to y7atat ra QTY= 1 TOTAL= 1 REV. 17.02.01A.1114.21 SCALE=0.18750.187 R=1667# U=363# RL=354 Rigid Surface } 354# "WARNLNOI" READ AND ALL TH DRAWING[ R=15f5# U=299# W=3'8wT" FURN t T w TD CDNrRACTORe INCLUD#t0THE fF46TALLERS R=t252# 1QTCLL _ REF TQ E ,RE6 t2r 1 r re emo-eraraa+ ra+oaacs. a ro,w (Rigid Su rmo me a sFtew c +wa+wu mry ,.rNM"WTCAf1* v>`ecesa rop t—ft—b— TC DL SEAd Surfac) ED DATE 06-1$-2618srpra ** o ryb 7M8MtNi¢65Hotel tapd-d" Faye W MOV*Whd sV.MIW~.VbcWm&ad DRWG sh 9F3WerX1 W,1. ,s roe 3CDL 14.0psf I— ,t gel F OfI -Zro sdMalp e SW ewc* t O.Q sf BC LLpsLcomw mxa - W r ,ioa ror"leer, F,_ a va paaid aerss amp uas4T»• «ansnkq,s ppp O/A LEN. 391008 TRUSS CO. aid . Asod m#**m*VpW"Vr*"*,#,.. ,a Vaftublw TOT.LD. 37.Opsf DURYAC. 1.25 JOB #:21035 for +r.a . r.o a oNOWowQ "iswz ° d c` r ag W. og,WTCAwsbcrdLgrySPACING24.0" TYPE COMN b:(21035) /VOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / A6 Top chord 2x4 SP #2 Dense :T2, T4 2x6 SP #2: Bot chord 2x4 SP #2 Dense :132 2x6 SP #2: Webs 2x4 SP #3 a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC ® 24' oc. Collar -tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Deflection meets L/240 live and LJ180 total load. Creep increase factor for dead bad is 2.00. 14'7"8 19'11"4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT All plates are 3X4 except as noted. 140 mph wind, 16.00 it mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TCDL=4.2 psf, wind BC DL=5.0 psf. GCpi(.d-)=0.18 Wind toads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live bad. Attic room loading from 14-7-8 to 24-9-4: Live Load: 40 PSF. Dead Load: 5 PSF Ceiling: 10 PSF, Kneewalls: 5 PSF 1011"t2 1 15'1"4 19'11"4 fi'5'5"6 {+ 5'4"15 1 - T5'11 }. F3't2 1 4-11.12 —+— 3.3.15 1 - 5'4"15 —_ 1 511"2 — i* 15 10' 5' 3"10 5'6"14 — F. 5`9"9 _"..t 1} I+- 2'2"6 ..{ r 2'6"= =j=3'5`8 - + F5"2 I" S'9"6---'t12 7 16'9'13 6'2'14 +{ I- 14712 1 4 4't 39' 10'8 42' 8 LEFT RAKE = 1`5" RIGHT RAKE = 1'5" LEFTJIG = 22'11 "3 RIGHT JIG = 22'11"3 TAG = T20 '2''+ SEQ = 888795 PLT. TYP.-WAVE DESIGN CRIT=FB=17RESnPb2014 FAT-0%0%Y1o101 lox QTY= 5 TOTAL= 5 REV. 17.02.01 A.1114.21 SCALE=0.1875 R= 435# U=124# RL=354! W -WARM I^ READ AND ALL ) TH DRAWING! R=i423# U=28Q# W=3'6 TANT- FURNW THIS DRAWING TO ALL CONTRACTORSM WDING THE INSTALLERS, R=838# 14 TCLLP, REF RigidSurface} AF' rCtr. SPE,$WRED lC.11 1111+??F Truca9a rap_aea„s care.+ rig, am treraq. %fwteam (Rigid Surface) row tt,e da oad Bostcm+o«,aea , by TTn ar WTCAj V s SEAT PEA a ED TCDL17.'F' DATE 06-184018 Lllias «qua «+ a af« ea-.pta r rov«ecs. ik s a PgwfI,, aftwh dare she4 r awas + f d W SkpiFharea«opa tyaRa.fKv! d#g. reaNaintdvabs BCDL I 0.0psf DRWG snr«etKffimv rstanaet`staec nsea,sT«sro.as /yryooaat,raee dwaa aJ Poab«ae aaeo da dre oa .w aa a a. Rd« Ui trarmgs ,t A-Lf«5ffi dl»0 BC LL a.anSf SLC RwCorzma«aa G=w bc. sraa ra ba easpxaitidae for any devneva? kcvn tlus «awaq. evadenew1,aN$1TP t.«k mar + b braarg dWsses. Y TOT. LD. 37.apSf O/A LEN. 391008 A>wm«w.rr. ppsaaWpms «a.tp. arAglia axWnadv DUR.FAC. 1.25 JOB #: 21035 TRUSS CO. w "P Is ft "NOPWItilli, arn. oaar. #XWMI`$X,9 ° P F«—« « aa. iouag-as pva«da aa aaaa ITWBCG: wv 6vbog.wm: TPIw %f t«g: WTCA'.w sbck JuSgy.cam: IGC:wwx.—N-g SPACING 24.0" TYPE COMN 3b:(21035) NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / A7 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 See DWGS A14030ENC101014 8 GBLLETIN1014 for gable wind bracing and other requirements. a) Continuous lateral restraint equally spaced on member. Deflection meets LJ240 live and U180 total bad. Creep increase factor for dead Toad is 2.00, 0 T ra'6 IT11`4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 140 mph wind. 16.00 ft mean hgt, ASCE 7.10, CLOSED bkfg, Located anywhere in roof, RISK CAT 11, EXP C, wind TCDL=4.2 psf, wind BC DL=5.0 psf. GCpi(+1-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 19'11"4 1 "A I- t -, 10 "1 I-— 2' "A IV 2 --f'— r --I-- 2 1 1rs1 Z07 —f F — 2' ++— r —f Itsa^I I-- z --i F- ro , r 1rs r -+- z _—I-— r ---I 1q2 31 42V 10' R=140pH U=100ptf RL=321-32pff W=1174 R=105pff U=100p1f W=1574RigidSurface) (Rigid Surface) LEFT RAKE = 1'5" SEAT PLATE REQUIRED SEAT PLATE REQUIRED LEFT JIG = 22'11 "3 RIGHT RAKE = V5" RIGHTTAG = T2 JIG = 22"1 "3 SEQ = 888800PLT. TYP.-WAVE Des cart-FW_-017REsrrwaoF<F RT.0%;O%VIOICy QTY= 1 TOTAL= 1 REV. 17.02.01A.1114.21 SCALE=0.1875 ARNINGI- READ AND FOLLOW ALL NOTEIII 15 DRAWING[ IMPORTANT- FUFtN*H'tH18 DRAWING TO ALL CONTRACTCM W.Ll DING THE WALLERe, TC LL 20.Opsf REF ACLU -SPANAl T "' . sa. hw1*1Q, aid wa dtcM•the taltlm(#BCSI{ y««y S*afY .}yl FPlaxf wT;,g)f«JaM} spa o* so TC DL 7.OpSf DATE Ofr i 6-2018 anaa «waa te«v t+a ae. ecss. x.a ae ma. me d.' «"a"a e a DRWG sn re"a a P. T 87.81, SC DL 10. Opsf nw. s«ba ,,,,,,„„ BC ILL O.Opsf SLC a xeroaacm"euss ,a „ .gym nws<Tw ,«r«E .,u,:r p. , ,,, k+a m viesTOT.LD. 37.Opsf OfA LEN. 391008 TRUSS CO. A$W" **"V p k*Vft *°."*'.."° 4 DUR. FAC. 1.25 JOB #:21035 f«&V aftk"NDU WWMWM ISwt' FIX — irdarrre(emsea ftlab's4e<+s 1 nptas age" web sle 1Tws.^. c.w 'dwbg ,:TF,WTCA 9xr&Wy.-1cc.w,w.,.;< %a q SPACING 24.0" ITYPE GABL b:(21035) /VOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / A8 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. a) Continuous lateral restraint equally spaced on member. Deflection meets U240 live and LJ180 total load Creep increase factor for dead bad is 2,00. 19' 11 "4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 140 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.i 8 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 19'11'4 111RA I-V-I f-'-t0--{ F g'—I I--r—I I -' -I 11"A 1' 2 1'ti`9 i'9`42 P10"4 f"f1.9I-- r --I—r-1= 2' #---i- r0•7 •-! h-- r --f-- r —I I-- r —I !- ro', -F-F r --4-- r --I Pg2 31 T raj-g 1 o-10 R=W U=100pf RL=9/-9pn W=39'10-8 Rio Surface) LEFT RAKE = V5" SEAT PLATE REQUIRED RIGHT RAKE = 1 `5" LEFT JIG = 2211"3 RIGHT JIG = 22'11"3TAG = T5 SEQ = 888803PLT. TYP.-WAVE XS*Ncar,raczol7RESrM.2o14FTMT_QTY= 1 TOTAL= 1 REV. 17.02.01A.1114.21 SCALE=0.1875 eWARNINGI . READ AND FOLLOW ALL NOTES ON THIS DPAWINGI MANrr* FURNISH rrNB DRAWWO M ALL CaNTRACTM INCLUDW THE WST&LERB, TC LL 20.Opsf REF ACCU-SPAN FrtSseeIMPrepo. ese9rv§CAe v. ovp$ J, i m%vatlbracuq. fieEer t08MaBdIkwrrmabm.tyTP("WTCAjWra&wy TC DL 7.Opsf DATE 06-18-2018praptim«rope,ram e>ariA,cao+s, rctaserx,n.sprwlaeteeroorxYnaa perees. ur aze "aed 0dd"nave VW.&N 9W d.v.U4 en "a dba e, v DRwG OWhre&Appe yaa..a.ad .a +a L 83,96SMwtlfprprama•+errt4ffierai a=ae B,ag14. BC DL I o.Ops da a"d ,namandwandmdebrt0eems.utass da pN e. we ro aeae-z s axiad d ae pSao rnv cr«:p s, s+ar oe e. BC LL O.Opsf sLc ureaar=a a"r , , s mav,eg amrdtr = a a p <.p ,. sW & aw*V TOT.LD. 37.Opsf O/A LEN. 391008 TRUSS CO. rMOe b'ONlt trawYg, Jr a ax VWr fWcj&"4 raewa a "e".oa °i" 0 1.25 JOB 21035 rd .ere . o.e ,"o: DUR.FAC. r« ", aa e, aaao-e rws a a weo sag. V8GG «, A b g—: TFn —..aQ wTCA ,,,„.abty.— wC—.—f—rg SPACING 24.0" ITYPE GABL D:(Zl U3b) /VUL I ULINE LORENZ RES. -MILLER CONSTRUCTION / B1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 140 mph wind, 15.0G ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof. RISK CAT II, EXP C, wind TCBatchord2x4SP #2 Dense DL-4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Webs2x4SP #3 Bottom chord checked for 10.00 psf non -concurrent live bad. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U240 live and U180 total load. Creep increase factor for dead bad is 2 00. I= 518" , I - 5.$" 12 / 6 p iM 2X4(A1 m2X4(A1) 10' REF PT Ii2X4 11'4* 3"4f_ I• -- 5'4"12 1.4-....I 14` R=505# U-1529 RL=122J-122# W=3"6 Rigid Surface) 5'4"12 - "3"4 j.-1.4'—.I R=5059 U=152# W=3'6 Rigid Surface) LEFT RAKE = 1'4"2 RIGHT RAKE = 1'4"2LEFTJIG = 6'6" RIGHT JIG = 66" TAG = T3 SEQ = 106405PLT. TYP.-WAVE DESIGN CRn.FS=17REsrrm-2014F7Pr2T.0%(0%Vto(0) QTY= 8 TOTAL= 8 REV. 17.02.01A.1114.21 SCALE=0.5000 WARNI I- REA5 AND LLOW ALL Narls WTHISDRAWING( IMPORTANT" FURNISHTHISDRAWINGToALL CONTRACTORS INCLUDING THE INSTAU.M. TC LL 20.Opsf REF CC T-CAP A 1\.T Tru,ses repave exVbme careyr fabtkabg, strypng, arN 1,11 Refer M.1rma«+f,e aecsft ca>,00.a,r xno,env,,tNTaf wmatr«s TC DL 7.Opsf DATE 06-18-2018ellJE7Eil! va v* a «wae er -e. s ne+m *V..Ie ee - tx+ased mgu,od esraopedvet;rrtdrf rba a,ad saa reac m «a u t« am0—fi f*t l eW tdwecs h8ve 53. a7.. at0, BC DL 10.Opsf DRING9ffffi. .. Ap* b e—hf ce4 .da . w eraw,v „. wd BC LL OApsf MT any rawre a wad newss-t.-- th aNSVM1.« V ram. st,0,2. tob, e 0tt"sue TOT.LD. 37.Of3Sf O/A LEN. if0a00 r v taspw iO NbAaft kctdw ew+Pwma VOwim* DUR.FAG 1.25 JOB #: 21035ixussCO.A"Mmfftv*g VI ror ° " ad* 1wmroo- a o.0*."Akft adANSVT "'"ea'x d""""Q F«— see'Sdb it's ge—d n pegs eni "_ web ewer masc,w tco Tafw past = do:wTCA-sbc,_.r-sC., feo% SPACING 24.0" TYPE COMN b:(21035) NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / 62 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Calculated horizontal deflection is 0.21 " due to We load and 0.15" due to dead load. Truss passed check for 20 psf additional bottom chord live bad in areas with 42"-high x 24"-wide clearance Deflection meets U240 live and Ui 80 total load. Creep increase factor for dead bad is 2.00. 140 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(ft-)=0A 8 Wind loads and reactionsbased on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live bad. 3 1;12 r" 4'10"125'1"4 1712--j i ti2 r- 41o•12 }. sra 1'2.12--I EJ1 F-- 1'4" - -1 13' R- 580# U=91# RL=2151-67# W=7"10 R=552# U=192# W=3` Rigid Surface) (Rigid Surface] LEFT RAKE = VAEAT PLATE REQUIRED LEFT JIG = 13'8"5 RIGHT JIG = 1373 TAG = T9 SEQ = 145384 PLT.TYP.-WAVE DESIGN CAMr-aczofmEsM12014F7RT=owto%Y10(0) OTY=3 TOTAL=3 REV. 17.02.01A.1114.21 SCALE=0.3750 WARNINGI- READ AND FOLLOW ALL N ON THIS DRAWIN41 IMPOFI 'ANT~ FURNISH THIS, DRAW INGTO ALLCONTRACTMntWO NG sHE "W LLERS. TC LL 20.Opsf REF ti T +'} T Tn sae ,.q,iro mel— of 0VPM-t.*V a6 b'a ' Refs acf roeaYmet stesandecsai lC«, a, aao„ f'iCi-.l -SPA1N byTPfaawTwf«,.tr P«« mg«q ems. sxsav eetaro«sv sroPas TC DL 7.OpSf DATE 06-18-2018 lk6ess rc, a+a,;se. sc moasty rm e «paW exit naydoetatmeapraysrry . gars stain kr Verrar.N BC DL lO.Upsf D1aw Pr.sn axe. s to fY19Jp:-Z fa sta*rd c" O m e BC LL O.Opsf SLC beme0,ASVTR1,> fxh %V*sh p.V,k.rYavAng. toa4MeHusswxeaassvPr,a « aa w.stwa"g,rro a> O( A LEW 110800 AFxaeqdtrt698tiqA "if mBicdaMgacmr MW Otlb trWV. kd.N. tra+a vafwstd TOT.LD. 37.0 Sf PDUR. FAC. 1.25 JOB #: 21035 TRUSSCO. r.nr of t. off" ANWMISwL *`"0 F«— wlanetlmse 0.1,b 9-1 gaa #.- ebske TWBCG mvbcg TPI-k*w,ag.WTCA,.,.sbchcPAm.:tcc .-a«g SPACING 24.0" TYPE MONO Sb:(21035) NOLTOLINE LORENZ RES. -MILLER CONSTRUCTIO Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Right cantilever is exposed to wind Calculated horizontal deflection is 0.22" due to live load and 0.14" due to dead bad Bottom chord checked for 10.00 psf non -concurrent five load. B3 THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TCDL=4.2 psf, wind BC DL=5.0 psf. GCpi(r-t-)=0.18 Wind bads and reactions based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Truss passed check for 20 psf additional bottom chord We bad in areas with 42'-high x 24"-wide clearance. Deflection meets U240 live and Uf 80 total bad. Creep increase factor for dead bad is 2.00. f; t2 T——4'10'12 {+ 5'1"4 1712-1 10' 1 4'10"12 {+ 5'1'4 12"12--1 P1 I— 1'4' `I 1118" T R-502# U=84# RL=215t-679 W=7"10 R=635# U=209# W=3"8RigidSurface) (Rigid Surface} LEFT RAKE = 1`4"$EATPLATE REQUIRED LEFT JIG = 13`8"5 RIGHT JIG = TAG = T7 SEO = 145145370PLT. TYP: WAVE oEMNCRIT=F0=r7REsrrat-2ot4FTfRT.0%(O%uso(o) OTY= 3 TOTAL= 3 REV. 17.02.01A.1114.21 SCALE=0.3750 WARNING I" READ AND FOLLOW ALL NOTES ON THIS DRAWL I IMPORTANT" FURNMH THIS DRAWING TO ALL CONTRACTQRB INCLUDING THE INSTALLER%. TC LL 20.0f sf REF ACCU-SPAN Frusse5 rep we atrene cep of f#pcatlr 3. ,army9. ^ rJarQ bracsq. Be.t 7em .wTCA TC DL 7.0psf DATE 06-18-2018 a a DRWG b a.a 810, ffi BG DL 10.0psf t u,, .« awa my BG LL 0.0psf sLcaegco:amma cmwt,c "m be. V aKaen,u, n— t. amp. y raa..e a wie t.tn "wto=„g, w0, AWATM1, a f, h.,*'x Ovp.;.;resara;, TC}T.LD. 37.OpSf O(A LEN. 110800 TRUSS CO. a`" °°. ."`.a° " xr an. At"ISWZ3 DUR.FAC. 1.25 JOB #: 21035 im:o A ara «go- oaFFW&CG-wwx.gWq .;Trt'.wrw.s*pg: WTCA: uwu.5fxidi,5yy.can; Y'C'. c32fi SPACING 24.0" TYPE MONO Jab: 21035 NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / E1GE Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Left and right cantilevers are exposed to wind See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements, Deflection meets U240 live and U180 total load. Creep increase factor for dead bad is 2.00. 1 1712 LEFT RAKE = 1'2"12 LEFT JIG = 4'8"10 TAG = T12 PLT. TYP.-WAVE ACLU -SPAN TRUSS CO. R=373# U=114# RL=94/-W W=3"8 Rio Surface} DESIGN CRrT.F8C20t 7RES M,2014 FT/RT= 0{OkY,IX9i THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 140 mph wind, 15.00 If mean hgt, ASCE 7-10, CLOSED bbg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+i-)=0.18 Wind loads and reactions based on MWFRS withadditional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live bad. 4' — I 4' T9`9 QTY= 1 TOTAL= 1 MI 1 fM THE INVA1ER8, a 1W W 5 t 01.1'M 110 t 'ai - —IWM- chord ha.apr.p.*A d>ed,('rd t Hk. 67.a eid3,.tl Me fi aa9 Pr dSW- ff*ftWtpa MWff, ft hem .—ao .rarl wovNG .* ftgryyftow nrdfwn. TI`* FAIlift MCI Mofft&"V W*U011 .Itft rOMWO RI of V*&Anp O010W w ANWTIN 19" Far more see ft 11ks'59-19 pap midd 0 w Si. ITWBCG: w 4tic9.can. TPl. ww VMtpg:wTCA www.54.titWsiry.cam: ICC: w.wr.ir Ne.m9 r- 1' 10" ..1'q 1' 2"12 ---{ R= 373# U=114# W=3"8 Rigid Surface} 10, RIGHT RAKE = 1712 RIGHT JIG = 4'8"10 SEQ = 888824 REV. 17.02.01A.1114.21 SCALE=0.7500 TC LL TC DL SC DL BC LL TOT. LD. 20. Opsf 7. Opsf 1 O.Opsf O. Opsf 37. Opsf REF DATE 06-18-2018 DRWG MT O/ A LEN. 8 DUR. FAC. 1.25 JOB #: 21035 SPACING 24.0" TYPE GABL Job: 21035 NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / E2G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNEF Top chord 2x4 SP #2 Dense Special badsBotchord2x4SP #2 Dense ----(Lumber Dur,Fac. 1.25 / Plate Dur.Fac.=1.25) Webs 2x4 SP #3 TC: From 56 pff at 0.00 to 56 pl€ at 5.00 at 8.00140mphwind, 15.00 It mean anywhere in roof, RISK CAT IImeanhgt, ASCE 7-10, CLOSED bb Located an BC: From 10 at Load 14 , 2, 4L, 4. 40, 6.40 DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+L)=0.18 , EXP C, wind TC BC: 209.46 Itr Coo nc. Load aat t0.40 Left and right cantilevers are exposed to wind Wind loads and reactions based on MWFRS. Deflection meets U240 live and U180 total load. Creep increase factor for dead bad is 2.00. Bottom chord checked for 10.00 psf non -concurrent rive load. 1-4. 12 - j - z 2159 R= 749# U=226# W=3'8 Rigid Surface) LEFT JIG = 4'8"10 TAG = T21 PLT. TYP: WAVE ACCU-SPAN TRUSS CO. 4' 4' DESIGN CR1T- F8=1IRE&TP1,2614 FTIRT. r/%f0'%plo(op 8` 2£ 5k QTY= 1 TOTAL= 1 N THIS DRAWING VM MICLUOM THE WVALLERB, m a+ a m Z d my Eidftscsc-H nc, seine h Ah G M 1, fx he Va ry ffi u+e truss , to==e »,, u rTw ,, a m "*'v, tra eg A saltMft&m*V v c rpW king Ws& mg, m*" VWad W%*" ry kf JfIbUCORt" f '"d'CN'p i.'"14gfTtYf3GGwww.fu' tLyxYrt+: T%: wwu.tpv%tng: W Tt;A.: wxw.5bcivk;sMY.com: tCC: wvrtv.C<5a1B ag PROGRAM FROMTRUSS MFR'S LAYOUT 10, 2' 1' 7` 4 — R=614# U= 194# W=3"8 Rigid Surface) RIGHT JIG = 4' 8"10 SEQ = 888828 REV, 17.02. 01 A.1114.21 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT. LD. 20. 0psf 7. 0psf 10. Opsf 0. 0psf 37. 0psf REF DATE 06. 18- 2018 DRWG MT O/ A LEN. 8 DUR.FAC. 1. 25 JOB #: 21035 SPACING 24.0" TYPE COMN ob:(21035) NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / G1 Top chord 2x4 SP #1 Dense Bat chord 2x4 SP #1 Dense Webs 2x4 SP #3 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac-1.25) TC: From 56 pH at -1.33 to 56 pif at 22.67 BC: From 4 pff at -1.33 to 4 pff at 0.00 BC: From 20 pit at 0.00 to 20 pit at 8.21 BC: From 80 pit at 8.21 to 80 off at 13.42 BC: From 20 pff at 13.42 to 20 plf at 21.33 BC: From 4 pit at 21.33 to 4 plf at 22.67 Wind loads and reactions based on MWFRS with additional C&C member design 10'8" 1 3'11'i f- 68"15 4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 it mean hgt, ASCE 7-10, CLOSED bUg, Located anywhere in roof, RISK CAT 11, EXP C, wind TCDL=4.2 ps€, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10,00 psf non -concurrent live Toad. Deflection meets U240 live and U180 total toad. Creep increase factor for dead toad is 2.00. 10'8` 68"15 + 3.11.1 —f 3 21'4" 14r 7'0'12 ...I 6'8" {- Tn2 ; 24' R=1038# U-427# RL=196t-t96# W=7"10 R=10420 U=431# W=7"10RigidSurface) (Rigid Surface) SEAT PLATE REQUIRED SEAT PLATE REQUIRED LEFT RAKE = 1-4"2 RIGHT RAKE = 1'4"2LEFTJIG = 121" RIGHT JIG = 12`1" TAG = T1 SEO = 106413PLT.TYP.-WAVE DESIGN CW-Facto17REamar.2o,4FrRT=O-Qoxu+otor CITY= 11 TOTAL= 11 REV. 17.02.01A.1114.21 SCALE=0.2500 WARNN - READAND FOLLOW ALL NOTES ON THE DRAWING! NfP0RTANT~ FURNISH THIS DRAWINGTO ALL CONTRACTORSIWWDING THE INSTALLERS, TC LL 20.0psf REF roro" are eam* d ecss (a " C "w"ertrakvMamaem. M ry adwrCaiA)(. DATE 06-18-2018ACCU-SPAN Urrsmeraa«s mv ax a k-*tms. smaavo. a nv ,re,acs,. TC DL 7.OK}Sf udess "aed W "&a:h nrtlarms+ Raa=+s0—fast ,,,asr ealrest*aw=d asnagHereanrme,Hanacned I.«eaxis , ry eskzara d »mns sa,ar«a,aas. , roWrasix•cnraro BC DL 1 d..f3.}Sf DRWG lr,,_ d nzss a-,c es sM"Va W' ara a, a,a,aaa Dates. wets sdrmwsa. P1,T u r5ok4 rar sraraW Wade BC LL 0.0psif MToecomw+wns caow W. "ar br ap 6e.1ffirort M1Cm rs alvg. dp m sag esrocrj 4 v% kxvgdlnasse;. TOT.LD. .37.( Sf O/A LEN. 210400A..oftft°`° °" Vt*0 k.'t"M"ud° 1.25 JOB #:21035TRUSSCO. kr "'° "'watt « oftipwW' mIswz`°'""° Fv— sea#a b; ,e>e:.c sP t gabsa... TP+ — Wiz.«$: WTCA w» sa Yw sn =anCC — ro DUR.FAC. SPACING 24.0" TYPE COMN D:(11 U3b) /VOL I OLINE LORENZ RES. -MILLER CONSTRUCTION / G1 GE Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 See DWGS A14015ENG101014 & GBLLETIN1014 for gable wind bracing and other requirements. Bottom chord checked for 10.00 psf non -concurrent five load. r 10a" 10'8" THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 140 mph wind„ 15.00 It mean hgt, ASCE 7-10, CLOSED bEdg. Located anywhere in roof, RISK CAT II. EXP C, wind TCDL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0,18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead bad is 2.00. I--- 2'8" —•}•— r ---1 2 —" 1 r --1-- r —'-1- r —1 r --1 r --1--- 2' —«f Z8- -- f"I 2'4"12 --I F---f 10 214" 24' 2'4't 2 ---j ff R=830 U=100pff RL=91-9ptf W=21'4` LEFT RAKE = 1'" Rigid Surface) LEFT JIG = 12'1 RIGHT RAKE = 1'4"2 TAG = T4 RIGHT JIG = 12'1" SEQPLT.TYP.-WAVE 0ES4GNCRnroPBC2017RESrraf-2014rT/RT..M40%ylo6o1 QTY=2 TOTAL=2 REV. 17.02.01A.1114.21 106408 SCALE=0.2500WARMI- READ AND ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRAOM INCLUDWO THE INSTALLERS. T TC LL 20.Opsf REF ACCU- FAN aam( '" " °" r 1 P:1asnverses+s. t sraa ssnaaW-det®&.*vic.8= asters need a++ee"wa, ev wet sra¢reo-evao-I---&adseu.1 s+ W11 awtamI d TC DL 7.Opsf DATE 06-18-2018 s mare avecPerH -"gd cog. ..t— mwra aerr„wat r ae.&s 81.B7IX010. BC DL 1 O.Opsf DRWG 2sdw Cxx.V tr,e. beshagh%r aXde aaui tan>rs daxbig. BC LL 0.0psf MTIslasriWid9xtinwitANSUTP! i. IX W htYh%+, St;pr+iy, . . TOT.LD- 37.OpsfTxussIX-°°°°-e° O/A LEN. 210400CO. a"o itr Cbn ^p' a DURCDURYAC. 1.25 JOB #-. 21035 EiWaCG'rww.itvAepGpn: TPt waw.t-rx$: WFCA: wwroe.S'.cMi.Stry.CM": ICL: www.ccwfevg G 24.0" TYPE GA D:(21ij35j /VQLTOLINE LORENZ RES. -MILLER CONSTRUCTION / M1 Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Bottom chord checked for 10,00 lost non -concurrent five bad. Deflection meets L/240 We and U180 total load. Creep increase factor for dead bad Is 2.00 I 1 4" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 If mean hgt, ASCE 7-10. CLOSED bldg. Located anywhere in roof, RISK CAT If, EXP C, wind TCDL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 5'5'8 1 12 4-14 `` 5'0't0 I R=302# U=88# RL-76/-24# W=3"8 Rigid Surface) 6'11*4 5'7`4 R=193# U=66# NAILED Im LEFT RAKE = 1711 LEFT JIG = 674 TAG = T15 RIGHT JIG = 6'1t"4 SEQ = 106388 PLT. TYP.-WADss cruT.Fsczor7RESMT I-M4FTR7.e%(0%;:,at0s QTY= 11 TOTAL= 11 REV. 17.02.01A.1114.21 SCALE=1.0000 WARM 1- READ AND FOLLOW ALL NOTES ON THf6 DRAWINGI IMPORTANT" FURN WH THEDRAW NG TOALL CONTRACTM WOLUOM THE INSTALLERS, TC LL 20.Opsf REF ACCU-SPAN Trvsxa repire ex§enecaahtkkftstipprg.^s.9" braeag, FW.W war c ems. o scs teuT. m a bVTPFrowrcatwuJar DATE 06 18-201s u .14., J.,a^p«aYb,a Perms, Ekt9rs tl+nrve kp chod shag ha" V'RSdY a6taW s tui shg IV sld bMh dtd TC DL 7.Opsf DRWG k stoma hereaPrHa»ar Wig, Lncama 0— b- tesery a moats nea ass m e «e,0.aa ACpY > BC DL 1 O.Opsf a ess . nef+roamanps soa-z ra smnadpale P4tbereRwa.shrbara ac LL O.Opsf MT a «,Va-Way. am eawadt.vuasMm ronnsrewahaNsv Pt,.«r«raaN.siwc«q.o-aaraeb O/ALEN. 50704 ii ar v,scws ASWM7bdr<Mq« Wt sr pp k*jg 06 dradp, Y6u0as or dwsbW TOT.LD. 37.Opsf CO.axuq TRUSS V w "* 00a. , aa» D1WVW ANWMI`e",e"`s ° ° FDUR.FAC. 1.25 JOB #: 210'35 F« xe;r« mans, seer. iws ea«% sDoge and 0-_web aegis: www . , TPI w WZts 9. wrcA w zbc ,,: roc www « a.«ff ING 24.0" TYPE MONOiTwacc b:(21035) NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / M1A Top chard 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets LJ240 live and U180 total bad. Creep increase factor for dead bad is 2.00. 1I• r 5'SB 1- 6"44 --- F7-4 R=20W U=49# RL=52# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bbg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. R=209# U=73# NAILED 10, LEFT JIG = 674 RIGHT JIG = 576TAG = T8 SEQ = 106394 PLT. TYP.-WAVE DEMN CRn=FB=17RES7RM14FTAT,QTY= 4 TOTAL= 4 REV. 17.02.01A.1114.21 SCALE=1.0000 WARNf 1- READ AND FOLLOWALL NOMON THIG DRAWINGIMtPmANT" ACLU -SPAN FURNeiTH18 DRAwwoToALL QONTRACTDR6 INCLUowoTHE INv&LERB. Tr9sa5reWmea --a, faknic eg, siWiGG"P, dratbra xip. R"taaWNWT TC LL 20.Opsf TC DL 7.Opsf REF DATE 06-18-2018Radk0Mpsiomeeqth—k-t—. mats ffi'-,.'1e=S--y t/m6Pa<BG5t. UNass aaretatlernese, by "rorC Shek trsrt CraPS/Y azVzied SN:x:MA ste3tlrr,pSal Oattarn Ggr tShyhsreprapdMtymtaateeEnp. taaatidKS tfwrrtr Psmerxsnf lames ra59SrX."+ sr,ta reer° rerst s,exosto; ,>my z,raae BC DL 1 O.Opsf DRWG RdVes+ta1 asf, w4. p the-644f3, ,+rYes3 r < "rs'asz. e rom za+s ag,OW oab: BC LL O.Opsf MTITWCm+D>+SrtsGrowha. ShaGy ter br Sry devi 0qham 9r6 t8'SMrg. W" r row>du+emss,«..t«,ry re.ana>vsu71,.arwh -q.z ,:r;r4.ra TOT.LD. 3TOpSf O/A LEN. 50704attl4d..ftams P" ftqCs d—ou, kwft S.,W"—,'0..k'W DUR. FAC. 1.25 JOB #: 21035 TRUSSCO. 1TW. C, .«.,:,ar i :wrc Irv; r. .. a.,g SPACING 24.0" MONO TYPE ab:(21'035) NOLTOLINE LORENZ RES. -MILLER CONSTRUCTION / M1 GE Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets U240 live and Lt180 total bad. Creep increase factor for dead bad is 2,00. I 1,4" LEFT RAKE = 1711 LEFT JIG = 674 TAG = T11 PLT. TYP.-WAVE ACCU-SPAN TRUSS CO. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+t-)=0.18 Wind bads and reactions based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. 3.5.8 i r d'14 1-4-14 --I" 3'0'10 R=3020 U=88# RL=761-24# W=3"8 Rigid Surface) DECRT., 7RESM 1-2014Fr,RT- 57" 4 6' 11'4 QTY= 2 TOTAL= 2 gGroup W+" ne e1pary f—ft C—V. eWWidft_n withA14SUM aV. .im kgw . A W an mAr &iw4rgp loutpqs a" Me &Vft h*WM AxaptA _.j pd ny tw5in k4' dit 110 p onow Or ANSIMN 1&a2 Forme .m see ms job's genera` pace ,omesasaes. nWBCG: vw«dWbcg-;TR w«w.tpa tn, WTCA.a Sbc*tlustryxom: CC'..vxu.C%georg 10, R=193# U= 66# NAILED RIGHT JIG = 6'11" 4 SEQ = 106382 REV. 17. 02.01A. 1114.21 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 7.Opsf 1 O. Opsf O. Opsf 37.Opsf REF DATE 06-18- 2018 DRWG MT O/A LEN. 50704 DUR.FAC. 1.25 JOB #: 21035 SPACING 24.0" TYPE GABL 1) R I'll `- -fi r", ,'.ti City of Sanford Building and Fire Prevention Product Approval Permit # Specificatiop Form Project Location Address 214 Elm Ave in Sanford, FL U, 12, ZVO 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 Swin in Nanya Plastics 14-0926.12 Sliding WinDoor 1 - 5-0723.13 Sectional Wayne Dalton 16-0119.07 Roll Pp Automatic Other 2. Windows 15 - C> G Single Hung PGT Horizontal Slider Casement Double Hung Fixed i t 3 as-, 09 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Ilk Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding S Soffits Gordon Sales 13-081124 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P,S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Manufacture t5 67i+82 Underlayments S- 1240 0S- Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofin S stems. 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 S. Shutters Accordion Bahama Colonial Roll up 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 SignatureC. /X Applicant's Name Please Print) June 2014 d C(TYOF3ANFORD BUILDING & FIRE PREVENT0W PERM |TAPPLICATION Application No, Dooxnm,d [nn{ruuiux \u\ue Job 1ddesc Iismr|c Nadu: Tei o Pf'~ Pu/ colTD: mnd«![l 71, CA In a Frop yO n r|r onns io Fo7r!; Ccn r c o|crr:ion r[l u| |(' \'`( x !' i o'i1\ `'`|((\ 00 (0qvi)![i I I(' L, I n ajJ iz w , (:I_ t :,,it; I ::z C.,: o t j C C 1: t V(l C J". ol c,— OWNU R'S AFI I DAVI'l I ccr*,il' t I lt.e I C<=oint-, infol-i-ilatilon k 2CCUl".1i'le 'Ii1cl 111-tt .111 h, clot", in co;, trucio') DRMEYWTINGS cwoossloo# Gomm Exom October 17,2022 B"4W Do Tmy F* kwwo Mn$.Toig