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Home My WebLink About404 San Carlos Ave 18-2253; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT ff,-'6S aa-7 STATEMENT NUMBER: 18100004 DATE: May 08, 2018 BUILDING APPLICATION #: 18-10000455 BUILDING PERMIT NUMBER: 18-10000455 ( zs UNIT ADDRESS: SAN CARLOS AVE 404 30-19-31-516-0100-0180 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PNT PROPERTY PARTNERS LP ADDRESS: 1675 EE WILLIAMSON RD STE 1030 LONGWOOD FL 32779 LAND USE: SFR TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 404 SAN CARLOS AVE / SFR / FAIRVIEW FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS- ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit ROADS - COLLECTORS N/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family SCHOOLS Housingg 54.00 1.000 dwl unit Single Family CO - WIDE ORD Housing 9,000.00 1.000 dwl unit PARKS N/A LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE 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, 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 REQUIREMENTS 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. 705. 00 00 00 54. 00 91000. 00 00 00 00 9, 759.00 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1 CITY OF S ORD FIRE DEPARTMENT EY 1 Building & Fire Prevention Division PERMIT APPLICATION Application No: 40 Documented Construction Value: $ 2o-1 i5•° O Job Address: SAN CARLOS AVE SANFORD, FL 32771 Historic District: Yes Norv—/] Parcel ID: 30 19 31 516 0100 0180 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW HOME CONSTRUCTION Plan Review Contact Person: DAVID P. BRAUER Title: PROJECT DESIGNER Phone: 321-663-1937 Fax: Email: dpb.odg1 @yahoo.com Property Owner Information Name PNT Property Partners, LP & Equilliance Investment Corp. phone: 407-221-2522 Street: 1675 EE Williamson Rd. Ste. 1030 City, State Zip Longwood, FL 32779 Resident of property? : Contractor Information Name Hugh Kirk Mckinnon 0 1 j;(k'tiu phone: 407-383-9966 Street: 2464 South Sanford Ave Fax: City, State Zip: Sanford, FL 32771 State License No.: CGC047474 Architect/Engineer Information Name: Stephen R. Cold Phone: 321-228-4225 Street: 1341 S. Grant Street City, St, Zip: Longwood, FL 32750 Bonding Company: Address: N/A Fax: E-mail: stevecold@mindspring.com Mortgage Lender: COB CORP Address: 2595 SANFORD AVE SANFORD, FL.32771 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition(2017) Florida Building Code C Revised: January 1, 2018 Permit Application 44%, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID P,WA-15 Signature of Contractor/Agent Date fL, Cs Name PATRICIA TANNER MY COMMISSION 0 FF967079 EXPIRES Merdt 02.2020 t+ori e-0• sa o Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Er Electrical© Mechanical [a Plumbingg Gas Roof Construction Type: %46 Occupancy Use: 9-15 Flood Zone: 1C-5 ATTAR REW Total Sq Ft of Bldg: 1Q 2-5 Min. Occupancy Load: New Construction: Electric - # of Amps IS-0 Fire Sprinkler Permit: Yes No R # of Heads APPROVALS: ZONING: • q - UTILITIES: ENGINEERING: M--(C 00-lt FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. Scked Ale- 1, Sec-. (I. / aPpl, es k o # of Stories: Plumbing - # of Fixtures I -1 Fire Alarm Permit: Yes No E WASTE WATER: BUILDING: --.F Revised: January 1, 2018 Permit Application CITY OF FIRE DEPARTMENT U -Li Building & Fire Preven ion Division PERMIT APPLICA TION Application No: Documented Construction Value: $ 92,665.000 ubw Job Address: SAN CARLOS AVE SANFORD, FL 32771 Historic District: Yes Noa Parcel ID: 30 19 31 516 0100 0180 Residential Commercial Type of Work: New Addition[] Alteration[] Repair[] Demo[] Change of Use Move Description of Work: NEW HOME CONSTRUCTION Plan Review Contact Person: DAVID P. BRAUER Title: PROJECT DESIGNER Phone: 321-663-1937 Fax: Email: dpb.odg1 @yahoo.com Property Owner Information Name PNT Property Partners, LP & Equilliance Investment Corp. Phone: 407-221-2522 Street: 1675 EE Williamson Rd. Ste. 1030 City, State Zip: Longwood, FL 32779 Resident of property? : Contractor Information Name Hugh Kirk Mckinnon Phone: 407-383-9966 Street: 2464 South Sanford Ave Fax: City, State Zip: Sanford, FL 32771 Name: Stephen R. Cold Street: 1341 S. Grant Street State License No.: CGC047474 Architect/Engineer Information City, St, Zip: Longwood, FL 32750 Bonding Company: Address: N/A Phone: 321-228-4225 Fax: E-mail: stevecold@mindspring.com Mortgage Lender: COB CORP Address: 2595 SANFORD AVE SANFORD, FL.32771 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 1WROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date PATRICIA TANNER MY COMMISSION 0 FF967079 EXPIRES Match 02.2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: & 'ftASTE WATER: I iJl lt]I Ct Revised: January 1, 2018 Permit Application STATE OF FLORIDA JUL O 9 ZDiBDEPARTMENTOFHEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL) SYSTEM PERMIT #: 59-S2-1858303 PLICATION #: DATE PAID: FEE PAID: n RECEIPT #: DOCUMENT #: AP1352029 PR1124162 AC- - -7i,5l/W CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (PNT Property Partners LP/ Equilliance investments) PROPERTY ADDRESS: 404 San Carlos Ave Sanford, FL 32771 LOT: 18 BLOCK: PROPERTY ID #: 30-19-31-516-0100-0180 SUBDIVISION: SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL, FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD NEW SEPTIC TANK W/OUTLET FILT CAPACITY A [ ] GALLONS / GPD NEW DOSING TANK CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 225 ] GALLONS DOSING TANK CAPACITY [50.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 500 ] SQUARE FEET R [ ] SQUARE FEET A TYPE SYSTEM: [ ] I CONFIGURATION: [ ] N F LOCATION OF BENCHMARK: nail & washer Oak tree NEW DRAINFIELD SYSTEM N/A SYSTEM STANDARD [ ] FILLED [x] MOUND [ ] TRENCH [x] BED [ ] I ELEVATION OF PROPOSED SYSTEM SITE [ 21.00][ INCHES FT I ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 19.001( INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D E O T H E R ILL REQUIRED: [18.00] INCHES EXCAVATION REQUIRED: [ J INCHES BOTTOM OF DRAINFIELD RAISED TWO INCHES TO MAKE 42 INCH EFFECTIVE SOIL DEPTH TO ORGANIC SOIL TO AVOID EXCAVATION. PERMITTING A NEW HOME WITH 3 BEDROOMS AND 1504 SQUARE FEET OF BUILDING/LIVING AREA. The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f), FAC. Mound cannot cause flooding to adjacent properties. (Comments Continued on Page 2.) SPECIFICATIONS BY: Clark Lee APPROVED BY DATE ISSUED TITLE: Certified Environmental Health Profess J TITLE: Environmental Manager Nan Smith 07/05/2 8 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Seminole CHD EXPIRATION DATE: 01/05/2020 v 1.1.4 AP1352029 SE1063226 Page 1 of 3 DOCUMENT #: PR1124162 Requires 4ft shoulders with 2:1 or 3:1 slopes, remove "o" horizon from beneath shoulders and side slope areas. Audio and visual alarms must be installed and working for final inspection. Mound can not cause flooding onto adjacent properties. Pump(s) must be rated to distribute sewage. Audio and visual alarms must be installed and working at time of inspection. If more than 8" of cover on tanks, risers must be installed. An approved outlet filter must be installed in tank. Must maintain all minimum setbacks per Chapter 64E-6, F.A.C. Excavation must be conducted in accordance with the requirements of Chapter 64E-6, F.A.C. Building construction and lot grading must be in compliance with 64E-6 F.A.C. Inspection by Health Dept. is required, contact inspection line 407-665-3239. Please be aware that your permit meets all state requirements but may not meet the requirements for the county or city where your project is located. It is your obligation to follow up with local or county departments BEFORE commencing your project. The Florida Department of Health in Seminole County is not liable for losses you incur for failure to comply with the rules and regulations of other agencies. NOTICE OF RIGHTS 1' 2 — A A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order', Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. Y OF SJ NFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: David P. Brauer Firm: ODG, Inc. Address: 1350 Park Drive City: Casselberry State: FL Zip Code: 32707 Phone: 321-663-1937 Fax: Email: dpb.odgl@yahoo.com Property Address: 404 San Carlos Avenue Property Owner: PNT Property Partners Parcel Identification Number: 30-19-31-516-0100-0180 Phone Number: 407-221-2522 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: NSA FIRM Panel Number: 120294 007O F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2253 Reviewed by: Michael Cash, CFM Date: May 30, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the t 1City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or r, sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know wmr:below. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: ? b `'I S A+3 C -P `` LOS ST l' b FL 52-1-1 1 2. Proposed Activity: Driveway Walkway Other: S j D bW jf L1 1 3. Schedule of Work: Start Date 4. Brief Description of Work: This appln is icat' Property Xl Completion Date %11 Emergency Repairs U, i r-oq( CW—V Co VLS, *U c-ft OYN PewSignature: rr, JJPrint Name: l L'I Es Address: wl' S c (D3-x !2 Phone: itk n- )-S Ia' Fax: 32( 3 Z5 - S 11 Email: efAW MaL7f f/f""- /Ate: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, . utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequeotia4,orLnjury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlerrivrand reaso le atlmey's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or h ve ea tare above statement and by signing this application/I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: tq- 2— iS_(o Special Permit Cond OfficUss( e'O I nlyFee: bu . Date:. S` v Date: Date: Date: 5 ' 3C9- ` S Date: November 2015 ROW Use Driveway.pdf BP200I03 CITY OF SANFORD 5/30/18 Application Inquiry - Fees 11:30:37 Application number: 18 00002456 Property . . . . : 404 SAN CARLOS AVE Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A D5 02-CURB CUT/DRIVE - S/F 40.00 40.00 Bottom Credit fees due: .00 Revenue fees due: 40.00 Total due: 40.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed BP200I03 CITY OF SANFORD 5/30/18 Application Inquiry - Fees 11:30:37 Application number: 18 00002456 Property . . . . : 404 SAN CARLOS AVE Fee Class/Type/Description Trans amt A D5 02-CURB CUT/DRIVE - S/F 40.00 Amt due Struct Permit Insp 40.00 Bottom Credit fees due: .00 Revenue fees due: 40.00 Total due: 40.00 Press Enter to continue. F3=Exit F11=Change view F12=Cancel F10=Amt billed THIS INSTRUMENT PREPARED BY: Name: Patricia Tanner Address: 1675 EE Williamson Rd. Ste. 1030 Longwood. FL 32779 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. GRANT PIALOYY SEt1INOLE COUN'rY CLERK OF CIRCUIT COURT 'K COMPTROLLER BK 9124 F'3 459 CLERK'S T 2018049907 RECORDED 0.5/1i7/21:113 1i1:2. -1-16 0I1 RECORDING FEES $10.00 RECORDED BY tsmith Parcel ID Number: 30 19 31 516 0100 0180 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) LOT 18 BLK 1 FAIRVIEW PB 4 PG 71 AND 0 SAN CARLOS AVE SANFORD, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: New Construction: Single Family Home OWNER INFORMATION: Name: PNT Property Partners, LP and Equilliance Investment Corp. Address: 1675 EE Williamson Rd. Ste. 1030, Longwood, FL 32779 Fee Simple Title Holder (if other than owner) Name: N/A Address: CONTRACTOR: Name: Hugh Kirk McKinnon Address: 2464 South Sanford Ave., 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: PNT Property Partners, LP Address: 1675 EE Williamson Rd. Ste. 1030, Longwood, FL 32779 In addition to himself, Owner Designates Equilliance Investment Corp. of 1 Alhambra Piz Penthouse, Coral Gables, FL 33134 To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing to the best of my knowledge and belief. Owners Signature Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one State of ' ` fit a County of ( rde— The foregoing Instru ent was acknowledgedbefore me this day g by 1 , .. I ( won t l o/-I WI Name of persoqpbking statement OR who has produced identification 0 type of identification produced: L. COLL Il N TARY P NOTARYPUBLICNotary Signature ATE OF FLORIDA Comm# FF232199 Expires 3/2/2019 co I-- O CV Q Boundary Survey FND 112' IRON PIPE NE CORNER OF LOT 15, BLOCK 1 BLOCK CORNER 0 I J I r I I I I I f I I IanI I lob I I log lIJLOT1613LOT16S " BLOCK 1 I I BLOCK 1 j g I I I II I 1 I I FND 12' I IRON PIPE S88°04'34'E 109.98'(M) FND 1f2' 1 \O S88'00'00'E(C) 110.00'(P) IRON PIPE I I I I f I II a I I I LOT j Ism I LOT 17 I BLOCK 1 " S j a BLOCK 1 WIHgIIp^ } zZ oN Iz QiIW} w IQ tL Q 0 1 I vJ C7 0WoW'C E(C) ND1_.__ 2 RON PIPE13.8' 110.00'(P) 6 is. I O a f S88°00'00"E 110.34'(M) 103s p o -- —J p3? I.— ll I FND 1/2' _ IMNIRONPIPE Q Q a i to w I 104.0 to V Q03.5 03.7 C\i I a LOT 4 w U w I I LOT 18 03.. ` to c\i I Z o ow oBLOCK10000 , l to Q BLOCK 1 U o v O N I w I Z Z o f I p^r \p. CD f\I rti103.0 fFC) 103.4 <3 10 q / O U) CONCBPIfnWDFENE 1.5'ON 0,j I.0'ONINLIFND12' FENCE ' I IRON PIPE I N88°00'00"W(C) 110.00'(P) I N87°54'41 "W 109.63'(M) FND 12' I IRON PIPE I ILOT5II BLOCK 1 LOT19 too II BLOCK 1 Site Benchmark Information- I 0#1 Igo I 8Found1/2" Iron Pipe on NE Corner of Property. N I Elevation: 103.31' I 0 #2 I Found 1/2" Iron Pipe on SE Corner of Property. J Elevation: 103.56' Benchmark Information- ADDREss FND 12' IRON ROD 0 OF L0T 23 Z Seminole County Datum B`OCKI 0 SAN CARLOS AVENUE Based on GPS Observations Elevations are based upon NAVD 88 Datum) SANFORD, FLORIDA 32771 1"= 30' GRAPHIC SCALE LEGAL DESCRIPTION: (AS FURNISHED) 0 15 30 LOT 18, BLOCK 1, FAIRVIEW, A SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 71, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 17, BLOCK 1, ASSUMED TO BEING N 88°00'00" W I-IS,I OF POSSIBLE ENCRt ACHMENTs: FENCES .AS SHOWN DLS #: 18-03-0056 LEGEND FLOOD ZONE INFORMATION CLIENT #: 0 SAN CARLOS AVE FOR INFORMATIONAL PURPOSES ONLY) FIELD DATE: 03/20/18 DRAFTER: DJC A/C Air Conditioner P Plat C Calculated PB -Plat Book PC Point of Curvature SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN APPROVED: BHH Centerline CB - Concrete Block PI - Point of Intersection POB - Point of BeginningCM - Concrete Monument 9 9 CONC - Concrete PF, - Point of Commencement PP -Power Pole FLOOD ZONE X. AREA OUTSIDE OF THE 100 YEAR FLOOOPLAIN, PER F.I.R.M. PANEL NUMBER 12117C 0070E LAST REVISION DATE 09/28/07 CERTIFIED TO: (AS FURNISHED) INIZIO HOMES, INC. COV -Covered D - Description PRC - Point of Reverse Curvature DEDrainage Easement FIRM-PermanentReference SURVEYOR'S CERTIFICATE DUE - Drainage & Utility Esmt R Radius Monument DfW Driveway RAD - Radial I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY NOTES ESMT - Easement R8C - Rabat 8 Cap RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID 1. Abutting properties heve not been re . w tngaw. °wrlaos.a oUor FFE - Finished Floor Elevation RFD -Roofed SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA n 4% aanpa N FA.C. 61Gt7-6.0071.d-E.abratbn of easemmua vA 2. 2.IncorrFND - Found UE -Utility Easement IP -IronPipeBOARDOF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA ripens-°f- way ol.ewm.°mer rhea mox on recordea puu.oreoulrea. ws WM -Water Meter L - Length ( Arc) ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND Intprmetwn must be lumshea tp the wrvey« and mower A - Della (Central Angle) M - Measured SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPTER a. Fence o..ier,Np Is not detormkud No undergroundImorovemamsorstruoureswcra k—led by uitl whey. o- - Wood/ PVC Fence N&D - Nail & Disk .o- - Chain Link Fence 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. urdav ott, e . rod 5. Thk survey enouid - M usad for --.Inpurposes 6.Aank Ay tor dminaedk¢mdos(a found) are appmArrole NR - Non -Radial CHU - Overhead Utility Line ORB - Official Records Book W DATE OF FIELDWORK: 03/ 20/18 7. Progeny It... and or improwmenn shown were physically located by add ._1 found DATE SIGNED: 03128/18 a. Monuments or set are shown eawlatoa saes erd Mformatbn are oared by (e) 9. Compuu,ll ns pl Inca and or d.. -1 fourd am shown n (C) 10. Accuracies obtained ta this survey are greater dun (mml) 1' in soar. wtwmen) v In 75W'. fmmmwaal t' M lo.o0a SURVEYOR'S NAME: BILL H. HYATT LS4636 DEAL LAND SURVEYING, LLC LB 8121 11. Prior to wrwy. inf°mrttion obtained wu "at desoibbon provided by client or fromwwaypaNKhodcanmy-o, 11-torsho.meordedplats bow section cans remtei . a awkabte a y rePad.0 be pce i PI.. a 12. ooyadpearwlwyobyism°oiedsurvey FOR ALL INQUIRIES CONTACT: Mo. Tba dlpaalsurvoyts-11.11 nd comr . wafwat lyre survey rayon na. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE Deal Land Surveying, LLC 804 S French Avenue Sanford, FL 32771 AND AUTHENTICATED ELECTRONIC SEAL THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AND BENEFIT OF THE PARTIES LISTED HEREON. DATE REVISION DATE REVISION LIABILITY TO THIRD PARTIES MAY NOT BE 407-878-3796 TRANSFERRED OR ASSIGNED. INFO@deailandsumeying.com Boundary Survey FND 1/2" IRON PIPE NE CORNER OF LOT 15, BLOCK 1 BLOCK CORNER O I J I r' I I I I I I III LOT 16 I IU I oLOT16 BLOCK 1 j l o in BLOCK 1 I I I I I I I FND tn' I IRON PIPE I I I S88'04'34'E 109.98'(M) I12EfC1110.00'(P) FND 112PIPE------ I13.6'I S88°00'00' IRON I I r I I LOT 3 i LOT 17 BLOCK 1 $ BLOCK 1 W1pN zz o Igo I Q I 00 INN IW } LL I0 I 03. O ' 6 > LL Q IQO 33 C_0 ova = Q O FND1/2. IRON PIPE S88°00'00"E(C) 110.00'(P) 6 138' 25. lO Fr IY a I S88°00'00"E 110.34'(M) 103.9 "N- t w Q In 3d FND 1/2-I L.L. 16— = I C'7 CV IRON PIPE Q Q a N to w I 01.0 to U to - z I n35 103.7 Nto I d Q LOT 4 w ? w LOT 18 03 c\i I Z o BLOCK 1 0- 00 I 3 BLOCK 1 0 U 3 Q to Moo 00 O° '^ O N 1 M Z Z o j 103.0 o ` O 70 3 /D o' o N ntih 03.5 \ 103 O (n CONC PO W O D FENCE I.5'ON /D•j 1.(YON #2 \0310AINLI _--- A FND 12" BOA I FENCE nJ IRON PIPE Q'1•' O'y I I N88°00'00"W(C) 110.00'(P) N87°54'41 "W 109.63'(M) 12' IRFNDON PIPE LOT 5 I I BLOCK 1 LOT 19 Ion BLOCK 1 II Site Benchmark Information- 1 Igo I Found 1/2" Iron Pipe on NE Corner of Property. N Elevation: 103.31' I 2 I Found 1/2" Iron Pipe on SE Corner of Properly. J Elevation: 103.56' Benchmark Information- AooREss FND 12' IRON ROD 00 Seminole County Datum SE CORNER OF LOT 23 Z BLOCK 1 0 SAN CARLOS AVENUE Based on GPS Observations Elevations are based upon NAVD 88 Datum) SANFORD, FLORIDA 32771 1HI 30' GRAPHIC SCALE LEGAL DESCRIPTION: (AS FURNISHED) 0 15 30 LOT 18, BLOCK 1, FAIRVIEW, A SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 71, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 17, BLOCK 1, ASSUMED TO BEING N 88°00'00" W LIST' OF POSSIBLE ENCROACHIVEN'I,: FENCES AS SHOWN DLS #: 18-03-0056 LEGEND FLOOD ZONE INFORMATION CLIENT #: 0 SAN CARLOS AVE FOR INFORMATIONAL PURPOSES ONLY) FIELD DATE: 03/20/18 DRAFTER: DJC A/C -Air Conditioner P -Plat C - Calculated PB 'Plat Book PC Point of Curvature SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN APPROVED: BHH Centedine CB - Concrele Block PI - Point of Intersection CM - Concrete Monument POB - Point of Beginning CONC - Concrete POC - Point of Commencement FLOOD ZONE X. AREA OUTSIDE OF THE 100 YEAR FLOOOPLAIN, PER F.I.R.M. PANEL NUMBER 12117C 0070F LAST REVISION DATE 09/28/07 CERTIFIED TO: AS FURNISHED INIZIO HOMES, INC. COV - Covered PP — Power Pole D - Description PRC - Point of Reverse Curvature DEDrainage Easement PRMPermanent Reference SURVEYOR'S CERTIFICATE DUE - Drainage 8 Utility Esmt R Radius Monument DhV Driveway RAD - Radial I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY NOTES 1. Alwltirg progenies have not been maearrMd Im gaps, overlaps, msdbr ESMT - Easement RSC - Reb3r 8 Cap FFE - Finished Floor Elevation RFD - Roofed RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA Maws 2. rncarRlmncoWinF.A.C. fi1G17-6.0031J-E, it Wratlpn of easemenm a FND -Found LIE Utility Easement IP -IronPopeBOARDOF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA right-o( ramro. otner than those recorded ptats. is rmuked. this WM - Water Meter L - Length ( Arc) ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND information must be furnished m the surveyor and mapuer p - Delta (Central Angle) M - Measured SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPTER a. Force owamrsNb Ia W dewrms,ed Nour6argreund knprovememsasuwuras_kxamd by'W aarvey. o- - Wood/PVC Fence N&D - NailBDisk5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. urieas anenvlse saes o -Chain Link Fence NR -Noll-Radial 5. hob survey st—ld - tatused 1a—structin owposea e Anysedictankadmin0etdb adma8ffound) areappmrimate CHU - Overhead Utility Line ORB - OKcialRecordsBook DATE OF FIELD WORK: 03/20/18 7. Proper" lines am «rmprovammb sfavm were physically located by lord wrvey fount DATE SIGNED: 03/28/18 9. MOrw or eel are shoxm c"ta,1 ar,esand m tuner n are mla,lby (C) 9. Comp un:s of i uas and v dale rot found am sham - (C) set to. Accuracies ohm' eled in tlra survey are greater amn (rural) v in 500a. AIIIIIII0341111h. suburbar) 1•In 7500'. ( wmmaraw) rho loew SURVEYOR'S NAME: BILL H. HYATT LS4636 DEAL LAND SURVEYING, LLC LB 8121 11. Prior to wrvy, iYmrmalmn alai— was legal descdodoo pmMets by kn. a Ir— bhtl pubil —rk m. rxee slla..lxkot d dam r.., br andsection collar records. itapplicable 12. If ony a dighat survey copy is repuked, a s—y report ail be dace In N. lhadlghat—vaysnm full akI o V.kswheu Ina aurmyr°can 1+a. FOR ALL INQUIRIES CONTACT: NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE Deal Land Surveying, LLC 804 S French Avenue Sanford, FL 32771 AND AUTHENTICATED ELECTRONIC SEAL THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AND BENEFIT OF THE PARTIES LISTED HEREON. DATE REVISION DATE REVISION LIABILITY TO THIRD PARTIES MAY NOT BE 407$78-3796 TRANSFERRED OR ASSIGNED. INFG@deallantlsurveying.com REQUIRED INSPECTION' SEQUENCE INC; l-lE &l Ili1C MIlBIl Max. Ins eettion Descri ttIlon. Footer / Setback Stemwall Foundation /Form Board. Survey 10 Slab [Mono Slab Pre our 2-0Lintel Tie Beam / Fill / Down Cell So Sheathing— Walls- 5c> Sheathing— Roof O Roof Dry In Frame Insulation. Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar So otxD Final Roof Final Stucco ./ Siding Insulation Final Final Utility Building Final Door Final Window , Final. Screen.Room Final.. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final' Single Family Residence Final. Building. Other Address: Mn Max Inspection. Description Electric. Underground 10 Footer /' Slab Steel Bond ZO Electric Rough T.U.G. Pre -Power Final l9aa Electric Final H!1M atI i .3. mm,mm tsrr rcc+ act n, u.-•-+ 's-- —y "i R'ss"" y r;.r rikwnfR Maxlens ecttion Descri ttnonmin O Plumbing Underground Plumbing Sewer Zo Plumbing Tub Set 1 00c) Plumbing Final 1YLLWE'L`LL Q`l:lU'JLi 1CIL\1rLL 91l'2 r q6. eY Inspection DescriptionMnIlMax. Mechanical Rough Mechanical. Final, Li.. µ4 .,.q Inspection. Deser onMnnMax Gas Underground Gas- Rough Gas Final REVISED: June 2014 t C PERMIT APPLICATION Application No Z -Z 5 3 Documented Construction Value: $ 1 J 9j Job Address: I &.(10 S . , "Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New [A Addition Alteration Repair Demo Change of Use Move Description of Work: ` U vu9 414,,$ Plan Review Contact Person: Phone: 33051 Fax: Name Street: City, State Zip: Title: 0 Peril: e-tl CIO V c Owner Information e e Phone: Resident of pkopekty? : Contractor Information Name• 1 0C40 Pam, 5 twl7f Phone: q6 3 7% l Street 5 d f Fax: City, State Zip: L7 / a z.e-,ZA 3 fi %6 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: Gck pclzlz93zl WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe add Itional !restrictions applicable to this property that maybe found in the public records of this,county-ind'there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. i Acceptance of permit is verification that,I will notify the owner of the property of the requirements of Florida Lien taw, FS 713. t The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is, issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction. value, credit will be.applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that -all of the foregoing, information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. i Signature of Owner/Agent Date Signature of Contractor/Agent Date Art a_ 'r I , Print Owner/Agent's Name Print Contra nt' ame Signature of Notary -State of Florida Date ' f Signae of Notary. -State of FloridalrDate Owner/ Agent is Personally Known to Me or Contractor/Agent is 4 Personally Known to Me or Produced ID Type of ID Produced ID Type of ID ro W Po, MARISOL SOTO' MY COMMISS16,4 # GO 01400 BELOW IS FOR OFFICE USE ONLY rl oo` a Imoryz Permits Required: Building Electrical Mechanical! Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes []No # of Heads, Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: 810Z Z Z 9nd REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 74 r)" I I ( o Project Name: cS' iris CA'12 L O S Project Address: q—b q S 1W CfVK L0S NV 1 , ,SA0Fb12 f, Building Permit #: f O - 7a 53 Electrical Permit # 13 - ggs,3 In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AW). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Prinii ame of Gen. Contractor l , Signature of Gen. Contractor G CJt 474-7 1F Gen. Contractor License # C,e l3o syyo 1.. Contiactor.i icense,#- o Progress Energy o Florida Power and Light on / 11 ORIy'` • BUILDING• Fsr. tag' AUG 0 b 2C1 ' j PERMIT APPLICATION Application No: Documented Construction Value: $0 Job Address: /d 21r& (ate DS Historic District: Yes [I No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: Property Owner Information Name Phone: Street: Title: Resident of property?: City, State Zip: Contractor Information Name(0 IiL' Phone: Street: e 9 6_7 Fax: City, State Zip: /1/l,ejv . FL • % State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers-, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`h Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ouxe Signature of C000icto^ent Date yrinl., ntractor/Age is Names S' nature o Og tol Date NOTARY PUBLIC STATE OF FLORIDA Cwn* GG217377 Contr ea 5rW, &^ iUall own t Me or Produced ID ,/ Type of ID y l BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [—]No WASTE WATER: BUILDING: Ig'2.53 Form Board Survey FND 1/2* IRON PIPE NE CORNER OF LOT 15. BLOCK 1 BLOCK CORNER O I J I r I I I I I I I I I la_ I Igo I I Ioa IU8 LOT 16 BLOCK 1 LOT 16 BOCK 1 I I law I II I I FND 12' I I IRON PIPE S88.00'34'E 109.98'(M) S88'00'00'EC I FND 12' I 110.00'(P) IRON PIPE I I I I 13.6' I I a N= 53 I I I I I lad LOT 3 I I LOT 17 j BLOCK 1 w s i BLOCK 1 I irP zo I I I$S I ISN N I FND 12' S88e00'00"E(C) 110.00'(P) IRON PIPE S88o00'00"E 110.34'(M) FND 12" IRON PIPE #1 I m I I Un I I M N I uI N = I I LOT 4 w U W I WI BLOCK 1 0 11 o j o $ I FI M o I NI I I I IZoLL Z O I I II FND 12' ..—N LINK, IRON PIPE I I I I LOT 5 I BLOCK 1 I I I I Site Benchmark Information- 1 Found 1/2" Iran Pipe on NE Comer of Property. Elevation: 103.31' V #2 Found 1/2" Iran Pipe on SE Comer of Property. Elevation: 103.56' Benchmark Information- Seminole County Datum Based on GPS Observations Elevations are based upon NAVD 88 Datum) 7.5'SIDE SETBACK FORMBOARD FFE=105.10' 7.5' SIDESETBACK - io W D FEN.QE N88e00'00"W(C) 110.00'(P) N87e54'41 "W 109.63'(M) LOT 19 BLOCK 1 ADDRESS 0 SAN CARLOS AVENUE SANFORD, FLORIDA 32771 13.6• 25.05'C\l d o to Ntr1 N j 3 o O o Nfir' 2 ` FND 1213. 7 o1PE LEGAL DESCRIPTION: (AS FURNISHED) I I 1 I I I I I I I IW IZ Q ILLJ } Q I< O IJ 0 IOFrCr J o W Q Q CL a IU a Q IZ o Q to I I MAIL BO CONC P I I I I I I II I I 1 Ida 13 I• 1g9 I I$' INN I IN II IJ r' 8 FND 12' IRON ROD SE CORNER OF LOT 23 O zBLOCK 1 1' = 30' GRAPHIC SCALE 15 30 LOT 18, BLOCK 1, FAIRVIEW, A SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 71, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 17, BLOCK 1, ASSUMED TO BEING N 88"00'00" W LIST OF POSSIBLE ENCROACHMENTS: FENCES AS SHOWN DLS #: 18-03-0056 LEGEND FLOOD ZONE INFORMATION CLIENT #: 0 SAN CARLOS AVE (FOR INFORMATIONAL PURPOSES ONLY) FIELD DATE: 03/20/18 DRAFTER: DJC AIC Air Conditioner P Plat APPROVED: BHH Cm tterl nePC Point of Curvature SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN ro _ r.,.,.....s., oi.w. PI - Point of Intersection FLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAIN, Boundary Survey FM] Ur IRON PIPE NE CORNER OF LOT 15. BLOCK 1 BLOCK CORNER O I 1J r I I II II I g3 I I LOT 16 I v LOT BLOCK 1 i 1 BLOCK1 1 I I I FIO 1? I lI I IRON PIPE FIND 1? I 880000-E(C)t10.00(P) IRON PIPE I 1 I II II II LOT I LOT17 BLOCK 8njBLOCK1 1 ti b 1o}fl I 01, IZ QI I j R9 OULLIr Qo pIQ O Q FNo F 1 p , N ci 0 INOH S88° 00'00•E(C) 110.00'(P) lD 13.6 ss' —_1 O a , S88° 00'00'E 110.34'(M) 10 I w 0 1r3 F IQ IRON IEa03 7 LOT 4 w ? LOT 18 034 ITS] tv , Z p BLOCK 1 0 0 jQ( I BLOCK 1 a U 3 Q tO I U) l p°o p O oCn I Op Z oZ103.0 0 \p \p°'. I NN.,'\, I 103—_/0\ o ( Leo U) Ge. FHD Ur F` F . 5 ON 1.e ON #2 \p310 1]A 1 IRONPIPE \p1.' p,,5 1 I N88°00' 00"W(C) 110.00'(P) j \ N87°54' 41"W 109.63'(M) FM)VI IRON PIPE I LOT 5IIBLOCK1 LOT I$ r BLOCK 1 Site Benchmark Information- 0#1 I$ I Found 1/ 2' Iron Pipe on NE Comer of Property. I I 8 Elevation: 103. 31' A #2 I Found 1/ 2• Iron Pipe on SE Comer of Property. J Elevation: 103. 56' r B Benchmark informationADDRESSOND12RONRODyq SeminoleCounty Datum SE CORNER OF LOT 23 Z BLOC1 Based on GPS Observations 0 SAN CARLOS AVENUE Elevations are based upon NAVD 88 D!Wm) SANFORD, FLORIDA 32771 1- • 30' GRAPHIC SCALE LEGAL DESCRIPTION: (AS FURNISHED) 0 15 30 LOT 18, BLOCK 1, FAIRVIEW, A SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 71, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BASiS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 17, BLOCK 1, ASSUMED TO BEING N 88.00'00' W UST OF POSSIBLE ENCROACHMENTS: FENCES AS SHOWN DLS #: 18-03- 0056 LEGEND FLOOD ZONE INFORMATION CLIENT #: 0 SAN CARLOS AVE FOR INFORMATIONAL PURPOSES ONLY) FIELD DATE: 03/ 20118 DRAFTER: DJC AIC - Ae C.1410— P -Pm APPROVED: BHH C - Cm ro PC -P y,11 alwwla PI - PoiI d Mmaedin CM _ es Poe . F d B.0 GONG -Conde POC - PUN Of Cann I, PP -Pam Pde SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD ZONE ), AREA OUTSIDE OF THE 100 YEAR FLOODPWN. PER F.IRM. PANEL NUMBER 12117C 0070E LAST REVISION DATE OSM07 CERTIFIED TP. (AS FURNISHED) NRIO iDMESNO CON - Cared PRC - Port d RII—MI Qe°•eKe DDE SURVEYOR'S CERTIFICATE D blpeEeeePnt PRMP—IwURef DUE - D,einge A U=y E_ am - at—w FAD - ReeN ESMT - E—, NOTES I HEREBYCERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY STHE nNrf VP. ee,r S RSC - RwO A C°P N FFE - Fkd RomEw. b RFD - Roared RESPONSIBLE CHARGE AND BEST OF MY KNOWLEDGE AND BELIEF SAID SURVEY MEETS THE MINIMUM TECHNICAL STANOARDS SET FORTH BY THE FLORIDA inm,ar,ean FAL NG1TJDef1AE.etrv,a rer„rdw FIND -F-xI UE -LANy EeesmN BOARD OF PROFESSIONAL LAND SURVEYORS N CHAPTER 5F17 FLORIDA sa dnwnl. aAr e,., annw„emaea pr0.iraAeA e b eereewe n M uwp ra neiPw M) WM -Wmm MebrM AOMINISIRATIVE CODE. FURTHER. TMSpOC-UMEM IS ELECTRONIGLLY SIGNED MID reamwWon,n, ernNne M M - Mtnw, ed - OdM (CAn,.) SEALED PURSUANT TO SECTION 4T1.027 OF THE FLORIDA STATUTES AND CHAPTER 5F17 OF THE FLORIDA ADMINISTRATIVE CODE. w una al,vw, maw•no•..•baaWNvwy. NdD-NY8D4M - Urk F NR -Non- Red•Ie. TlYvwyrWlm M,nN ban•wan w•°v ANe.•°ewweru,H lw, A,.an.,al.w.o..an OHU-o'_UwY li, s ORS-oTllad R—M Boar DATE OF FIELD WORK: 03/20/18 DATE SIGNED: 03/28/ 18 RD c•ae,Na ee..n na,,,ra, w wAn h101 e¢ aen.edwar.°e, AW reron.IOI r•w,rn.,w. o rH snv. i.a.mlrn7we.Imn,..a:o s NAM au HYA e rn to.me PAeaPe.•..w.nn. r.,ma°m DEAL LAND SURVEYING, LLC LB 8121 ewp•a0ea n•••ImP7 n'M.••awl,sw, •e e•ar•n n<,M aou....rKmu.n aFnn wro„wwr.m,er t' D FOR ALL INDUNfEIIIONTACT: pw LAAd Snrveyeg A MM 5 Fr AventM Sen/ord, FL 32" 1 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AM) BENEFIT OF THE PARTIES USTED HEREON. DATE REVISION DATE REVISION LIABILITY TO THIRD PARTIES MAY NOT BE e0T276J71M TRANSFERRED OR ASSIGNED. NFo® deeY•R _.Yig-,xm 13 _a J5 3 BLUE MARLIN ENGINEERING September 12, 2018 Project No. 18-209 Ms. Patricia Tanner Inizio Homes, Inc 500 E. 25" Street Sanford, FL 32771 Construction Materials Testing Services Progress Report No. 1 404 San Carlos Ave Sanford, FL Dear Ms. Tanner: As requested, Blue Marlin Engineering, LLC performed the following construction materials testing services at the above referenced project. 1. Soil Sampling 2. In -Place Density Testing 3. Modified Proctor Testing The results of the tests are summarized on the attached sheet 1 and Proctor no. 1963. We trust this information is sufficient for your needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Blue Martin En ineering, LLC Certific tpb l lif/Q4)on Number 29218 5G1 E L 0. PrQi ZC) IpP •'• Flo'Me•N0.11. . i; L ENG, `` %, lilt Blue Marlin Engineering, LLC * 102 Drennen Road, Suite B-10 * Orlando, F132806 Phone: 407-217-4464 * Fax: (321) 710-2483 Blue Marlin Engineering, LLC 102 Drennen Road, Suite B-10 Orlando, FL 32806 Telephone 407.217.4464, Fax 321.710.2483 Ms. Patricia Tanner Report Date: 9/12/18 Inizio Homes, Inc Project No: 18-209 500 E. 25th Street. ReportNo: 1 Sanford Sheet: 1 IN - PLACE DENSITY TEST REPORT 404 San Carlos Ave Sanford, FL General Test Location: Foundation Subgrade Test Date: 9/7/18 Technician: J. Jordan Required Compaction (%): 95 Test No. Test Location Elevation or Depth ( tt.) soil ID Moisture Dry Density Compaction Notes Below) 1 Y S, YE from NW Corner 0-1 1962 7.2 103.6 N/A N/A 2 5' S, 5' W from NE Corner 0-1 1962 6.7 103.5 N/A N/A 3 5' N, 5' E from SW Corner 0-1 1962 7.8 104.0 N/A N/A 4 5' N, 5' W from SE Corner 0-1 1962 8.0 104.6 N/A N/A 5 Center 0-1 1962 8.1 104.3 N/A N/A Moisture - Density Relationshin Data: Soil ID Maximum Density optimum Moisture Test Method Description LBR 1963 105.7 11.6 ASTM D1557 Brown Fine Sand with Silt nv w. ,l :)) iest metnoos: 2) " Retest result meets minimum compaction requirement. Density: ASTM D2937 3) Density in pounds per cubic foot (pcf). Moisture: ASTM D4944 4) Depth of test referenced from top of subgrade. 0000-- 0,-UE MARLIN ENGINEERING MODIFIED PROCTOR TEST TESTED FOR: Innizzio Homes PROJECT: 404 San Carlos Avenue TEST METHOD: ASTM D1557, Method A PROJECT NO: J18-209 DATE TESTED: September 10, 2018 SAMPLE NO: 1963 SAMPLE LOCATION: Subgrade SOIL DESCRIPTION: Brown Fine Sand with Silt 108 107 106 105 102 101 100 -4- 7.0 8.0 9.0 10.0 11.0 12.0 MOISTURE CONTENT (%) Maximum Dry Unit Weight (pcfl: 106.7 Optimum Moisture Content (%): 11.6 P Client: InI*Z2l'e { omIj Date: Project Name: 404 Soi Corlo% AU! SCv, fd_Project No.:20 °i SCOPE OF FIELD WORK Concrete Sampling and Testing Soil Sampling and Testing BME Representative: J. D r ¢ A n CONCRETE SAMPLING AND TESTING Scheduled By: T. UA set/sets of specimens was/were molded representing Slump Temperature: Air Temperature: Note: Compressive strength tests will be reported Concrete under separate cover. SOIL SAMPLING AND TESTING In -Place density tests were performed representing -slab S u 1-, 4ta d w tests meet the compaction requirement of q,,: % test/tests fail to meet the compaction requirement at the following location/locations: soil sample/samples was/were obtained for testing representing Blue Marlin Engineering • 102 Drennen Road, Suite B-10 •Orlando, FL 32806 • Phone (407) 217-4464 *Fax (321) 710-2483 Daniel Insulation Daniel Insulation 851 Jetstream Drive Orlando, FL 32824 Bill To: INZION HOMES Area installed Insulation Certificat4 Job Number: i— 9155 Date: 1 /29/19 Project Information: Job Desc. INSULATION Lot # Street 404 San Carlos City,State,Zip SANDFORD , FL 32771 Product Installed Footaae POLYSEAL ORANGE FOAM-Draftstopping 1504.00 ATTIC BATTS R-30 KRAFT Batt - 24X48 400.00 POLYVENTS 24"" POLY VENTS" 50.00 BAFFLES BAFFLES 17.00 KNEEWALLS HI -PERM VAPOR 100.00 EXT WALLS HI -PERM VAPOR 828.00 ATTIC WALLS R-30 KRAFT Batt - 16X48 100.00 HOUSE GARAGE WALL R-13 KRAFT Batt - 1 5.25X93 265.00 ATTIC BLOW FIBERGLASS 10.25""/R30" 404.00 0 Date Completed Company Representative Phone: (407) 857-6130 Fax: RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WILCO HEAT AND AIR 404 SAN CARLOS Builder Name: Street: 404 SAN CARLOS AVE Permit Office: BUiLDiyG, City, State, Zip: SANFORD , FL, 32771 Permit Number: # 1 v p 2 2. 5 3 SANFOwner: Jurisdiction: ORODesignLocation: FL, Sanford County: Seminole (Florida Climate Zone 2) pF ntr 1. New construction or existing New (From Plans) 9. Wall Types (1437.3 sqft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1189.30 ft' b. Frame - Wood, Adjacent R=13.0 248.00 ft' 3. Number of units, if multiple family 1 c. NIA R= ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1504.0 sqft.) Insulation Area 5. Is this a worst case? No a. CathedraVSingle Assembly (Vented) R=30.0 1504.00 ft' 6. Conditioned floor area above grade (ft 1504 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. R= ft' 11. Ducts R ft' 7. Windows(198.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 300.8 a. U-Factor: Dbl, U=0.33 198.50 ft' SHGC: SHGC=0.23 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1504.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 1504.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.132 Total Proposed Modified Loads: 47.37 PASS TotalBaselineLoads: 48.10 7 1 hereby certify that the plans and specifications covered by Review of the plans and C t S7AT this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance 0 withtheFloridaEnergyCode. hu/c.;: -. -; ;:.,', PREPARED BY: Maggie Sims Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 0 fl 2018.05.11 12:23:58 --4 I hereby certify that this building, as designed, is in compliance Florida Statutes. CDD withtheFloridaEnergyCode. WE-V OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: g -/ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.00 ACH50 (R402.4.1.2). 5/ 11/2018 12:22 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WILCO HEAT AND AIR 404 Bedrooms: 3 User Conditioned Area: 1504 Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Single-family New (From Plans) CODE COMPLIANCE 405-2017 Address Type: Street Address Lot # Block/Subdivision: PlatBook: Street: 404 SAN CARLOS AVE County: Seminole City, State, Zip: SANFORD , FL, 32771 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1504 15040 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1504 15040 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 149 ft 0 1504 ft2 0 0 1 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1629 ft2 314 ft2 Light 0.8 No 0.9 No 0.5 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1504 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type Cathedral/Single Assembly (Vented) Main 30 Batt 1504 ft2 0.11 Wood 5/11/2018 12:22 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Mt To Wall Type Space 1 E Garage Frame - Wood Main 13 18 8 8 0 149.3 ft2 0.5 0.23 0.01 0 2 S Garage Frame - Wood Main 13 12 4 8 98.7 ft2 0.5 0.23 0.01 0 3 E Exterior Concrete Block - Int Insul Main 5 4 4 8 34.7 ft2 0 0.35 0 4 S Exterior Concrete Block - Int Insul Main 5 8 4 8 66.7 ft2 0 0.35 0 5 E Exterior Concrete Block - Int Insul Main 5 12 8 96.0 ft2 0 0.35 0 6 N Exterior Concrete Block - Int Insul Main 5 55 8 440.0 ft2 0 0.35 0 7 W Exterior Concrete Block - Int Insul Main 5 35 8 280.0 ft2 0 0.35 0 8 S Exterior Concrete Block - Int Insul Main 5 34 8 272.0 ft2 0 0.35 0 DOORS Omt Door Type Space Stones U-Value Width Height Area Ft In Ft In 1 S Insulated Main None 4 2 8 6 8 17.8 ft2 2 E Insulated Main None 4 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 5 Vinyl Low-E Double Yes 0.33 0.23 N 30.0 ft2 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 2 N 6 Vinyl Low-E Double Yes 0.33 0.23 N 15.0 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5 3 N 6 Vinyl Low-E Double Yes 0.33 0.23 N 22.5 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5 4 W 7 Vinyl Low-E Double Yes 0.33 0.23 N 22.5 ft2 1 ft 4 in 3 ft 0 in Drapes/blinds Exterior 5 5 W 7 Vinyl Low-E Double Yes 0.33 0.23 N 40.0 ft2 1 ft 4 in 6 ft 0 in Drapes/blinds Exterior 5 6 W 7 Vinyl Low-E Double Yes 0.33 0.23 N 22.5 ft2 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 7 S 8 Vinyl Low-E Double Yes 0.33 0.23 N 30.0 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5 8 S 8 Vinyl Low-E Double Yes 0.33 0.23 N 16.0 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 392.7 ft2 392.7 ft2 48 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000381 1504 82.57 155.28 2954 6 5/11/2018 12:22 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 15 30 kBtu/hr 1000 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 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 ft2 DUCTS Supply — V # Location R-Value Area Retum — Air Location Area Leakage Type Handler CFM 25 CFM25 TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 300.8 ft Attic 75.2 ft' Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb Mar HeatinJan Feb Mar Ventin Jan Feb Mar Ceiling Fans: Jun n Jul X Au fAPrfMayJunJulAuXj Apr Ma ri X] A r [ Ma Jun JulAug Se Sep 10 Se ctOct Oct Nov Nov Nov H DecDec 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 80 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Wafts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft. 0 ft' Oft 0.3 Main Name: MARGARET SIMS Signature: Rating Compant: MARGARET SIMS Date: 5/11/ 2018 12:22 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 30.0 a) Split system SEER 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1504 d) Room unit/PTAC EER e) Other 15.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.330 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.230 14. Heating system: Capacity 30.0 c) Area 7c. 198.5 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.50 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.94 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 5.0 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 1061. 13.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 1la. b) Cross ventilation No b) Single assembly 11b. 30.0 c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 404 SAN CARLOS AVE City/FL Zip: SANFORD , FL 32771 5/11/2018 12:22:48 PM EnergyGaugeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 404 SAN CARLOS 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 enveloW 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 sealed, 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 wood -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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/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. 5/11/2018 12:22 PM 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: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. 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 cfm (0.944 Us) 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. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls 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 manufacturer's air handler enclosure if installed at the time of the 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. 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 on 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. 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. 5/11/2018 12:22 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 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 60oC). 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 electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(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 CFM/WATT) AIRFLOW RATE MAXIMUIV 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 5/11/2018 12:22 PM 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 lessElthanthecalculatedtotalloadbutnotmorethan1.15 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-famity 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 rapacity 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. 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. 5/11/2018 12:22 PM EnergyGauge® 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 (Mandator 0he 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. 5/11/2018 12:22 PM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: WILCO HEAT AND AIR 404 SAN CARLOS Builder Name: Street: 404 SAN CARLOS AVE Permit Office: City, State, Zip: SANFORD , FL, 32771 Permit Number: Y Owner: Jurisdiction: Design Location: FL, Sanford 0 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 insulation in any dropped ceiling/soffit the 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 sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations 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 spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piDong and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceifings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/11/2018 12:22 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: Lot: NA Address: 404 SAN CARLOS AVE City: SANFORD State: FL Zip: 32771 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ER/ Method Q PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones"I and. 2. " O PERFORMANCE or ERI METHOD -The building or dwelling "unit shall be tested and verified.as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI); section labeled as infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Cale (Performance) or R406-2017 (ERI): 1 6.000 x 60 _ 15040 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans F-1 PASS • Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(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 thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company o Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 5/11/2018 12:23:05 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: 404SAN CARLOS wrightsoft° eporDate: May 10, 2018 Entire House By: ENERGYCALCS.NET INC WILCO HEAT AND AIR ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900 For: 404 SAN CARLOS AVE, SANFORD, FL 32771 Cool• • pment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 23447 Btuh Entering coil DB: 76.4°F Outdoor design WB: 75.1°F Latent gain: 2543 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 25990 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GENERIC Model: Actual airflow: 1000 cfm Sensible capacity: 27400 Btuh 1171/o of load Latent capacity: 2600 Btuh 102% of load Total capacity: 30000 Btuh 115% of load SHR: 91% Design Conditions Outdoor design DB: 42.3°F Heat loss: 19044 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GENERIC Model: Actual airflow: 1000 cfm Output capacity: 30000 Btuh 158% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 69.6°F Capacity balance: 0 °F Economic balance: 0 °F t -*- wNgfitsaft, 2018-May-11 12:18:42 d..., Right - Suite® Universal 2018 18.0.16 RSU19553 page 1 I\Downloads\ WILCO HEAT AND AIR 0 SAN CARLOS.rup Calc = MJ8 Front Door faces: E Building Analysis Job: 404 SAN CARLOS Wrightsof g y Date: May 10, 2018 Entire House By: ENERGYCALCS.NET INC WILCO HEAT AND AIR ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900 For: 404 SAN CARLOS AVE, SANFORD, FL 32771 Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry bulb (°F) 42 Daily range (°F) - Mt bulb (°F) - Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 28 18 Relative humidity (%) 50 50 Cooling Moisture difference (gr/lb) 22.9 38.1 93 Infiltration: 17 ( M ) Method Simplified 75 Construction quality Semi -tight 7.5 Fireplaces 0 Component Btu hf a Btuh of load Walls 3.3 5218 27.4 Glazing 9.1 1816 9.5 Doors 10.8 454 2.4 Ceilings 0.9 1416 7.4 Floors 3.2 4838 25.4 Infiltration 1.3 1982 10.4 Ducts 3320 17.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 190441 100.0 Component Btu hff Btuh of load Walls 2.2 3597 15.3 Glazing 20.5 4080 17.4 Doors 12.1 506 2.2 Ceilings 0.8 1248 5.3 Floors 0 0 0 Infiltration 0.5 693 3.0 Ducts 4903 20.9 Ventilation 0 0 Internal gains 8420 35.9 Blower 0 0 Adjustments 0 Total 23447 100.0 Latent Cooling Load = 2543 Btuh Overall U-value = 0.102 Btuh/ftl--°F Data entries checked. FJ*- wrightsoft- 2018-May-11 12:18:42 Right -Suite® Universal 2018 18.0.16 RSU19553 Page 1 456k ...I\Downloads\WILCO HEAT AND AIR 0 SAN CARLOS.rup Calc = MJ8 Front Door faces: E Project S u m ma Job: 404 SAN CARLOS wrightsoft' Date: May 10, 2018 Entire House By: ENERGYCALCS.NET INC WILCO HEAT AND AIR ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900 For: Notes: 404 SAN CARLOS AVE, SANFORD, FL 32771 Weather: Winter Design Conditions Outside db 42 °F Inside db 70 °F Design TD 28 °F Heating Summary Structure 15724 Btuh Ducts 3320 Btuh Central vent (0 cfm) 0 Btuh none) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 19044 Btuh Orlando Sanford AP, FL, US Simplified Semi -tight 0 He1504 C ool Area (ft 1504 Volume (ft3) 15040 15040 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 65 35 Heating Equipment Summary Make GENERIC Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacitybalance point= 0 °F 8.5 HSPF 30000 Btu h @ 47° F 27 F 1000 cfm 0.053 cfm/Btuh 0.50 in H2O Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 38 gr/lb Sensible Cooling Equipment Load Sizing Structure 18544 Btuh Ducts 4903 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipmenf sensible load 23447 Btuh Latent Cooling Equipment Load Sizing Structure 1708 Btuh Ducts 835 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2543 Btuh Equipment Total Load (Sen+Lat) 25990 Btuh Req. total capacity at 0.91 SHR 2.1 ton Cooling Equipment Summary Make GENERIC Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 15 SEER 27300 Btuh 2700 Btuh 30000 Btuh 1000 cfm 0.043 cfm/Btuh 0.50 in H2O 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr8gt tsoft' 2018-May-1 1 12:18:42 Right-Suite®Universal 2018 18.0.16 RSU19553 page 1 Downloads\WILCO HEAT AND AIR 0 SAN CARLOS.rup Calc = MJ8 Front Door faces: E 8 x 8 122 cfm mbr 8 x 8 122 cfm ,g 12x6 / 94 cfm mba garage Level 1 1'11OX110 210 cfm 8" grt.kit i8 " 12" 4" J914x14 8x4 12 " 51 cfm p 1 wic 8 x 8 83 cfm Job M 404 SAN CARLOS Performed by ENERGYCALCS.NET INC fi 404 SAN CARLOS AVE SANFORD, FL 32771 w.d r• off — 10 x 10 210 cfm 10x6 76 cfm br2 8x4a 28 cfm M12x8 184 cfm 12 x 12 br3 WILCO HEAT AND AIR ENERGYCALCS.NET INC 267 DELEON RD DEBARY, FL 32713 Phone: 386-775-0908 MAGGIE@ENERGYCALCS. NET Scale: 1 : 80 Page 1 Right-Suite(g) Universal 2018 18.0.16 RSU19553 2018-May-11 12:19:05 CO HEAT AND AIR 0 SAN CARLOS.n wrightsoft Duct System Summary Entire House WILCO HEAT AND AIR Job: 404 SAN CARLOS Date: May 10, 2018 By: ENERGYCALCS.NET INC ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET94557900 For: 404 SAN CARLOS AVE, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0 in H2O 0.50 in H2O 0.403 / 0.097 in H2O 0.274 in/100ft 1000 Cfm 182 Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.403 / 0.097 in H2O 0.274 in/100ft 1000 cfm Name Design Btuh) Htg Cfm) Clg Cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba h 534 28 9 0.356 4.0 Ox 0 VIFx 18.3 95.0 st1 br2 h 1439 76 68 0.375 5.0 Ox 0 VIFx 17.5 90.0 SO br3 h 3503 184 108 0.347 8.0 Ox 0 VIFx 21.2 95.0 st1 h'r h 1586 83 61 0.379 6.0 Ox 0 VIFx 16.5 90.0 SO grt.kit c 4914 148 210 0.289 8.0 Ox 0 VIFx 29.6 110.0 st3 grt.kil-B c 4914 148 210 0.274 8.0 Ox 0 VIFx 37.2 110.0 st3 mba h 1786 94 39 0.370 6.0 Ox 0 VIFx 18.9 90.0 st2 mbr C 2871 111 122 0.274 6.0 Ox 0 VIFx 37.2 110.0 st3 mbr-A C 2871 111 122 0.373 6.0 Ox 0 VIFx 18.0 90.0 st2 WIc C 1186 17 51 0.376 4.0 Ox 0 VIFx 17.3 90.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) Cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 371 247 0.347 680 10.0 0 x 0 VinlFlx st3 Peak AVF 407 542 0.274 690 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 629 753 0.274 705 14.0 0 x 0 VinlFlx Bold/italic values have been manually overridden wrigfitsoft- 2018-May-1112:18:42 A....,,,.,....., .., Rig ht-Suite® Universal 201818.0.16 RSU19553 Page 1 I\Downloads\WILCO HEAT AND AIR 0 SAN CARLOS.rup Calc = MJ8 Front Door faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1000 1000 35.3 0.274 566 18.0 Ox 0 VIFx rst3 Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk rst3 Peak AVF 1000 1000 0.274 566 18.0 0 x 0 VinlFlx wrightsoft- 2018-May-11 12:18:42 C ,.r.r,......".,.. Right -Suite® Universal 2018 18.0.16 RSU19553 Paget I.NrTv Mownloads\WILCO HEAT AND AIR 0 SAN CARLOS.rup Calc = MJ8 Front Door faces: E HE S 88deg, 04V3411 E 4.4 S 88deg. 00' 0011 E 109,98' (M) R 110.00' (P) 103.9 D AIN D AIN a, 1'4" SIDE SETBACK 104.9 X X 104.4 C 4 ' LOT: 10 d PROPOSED 35-011 W, X 55'-L D, DRAIN. , u, , 105.0 104.E 104.9 o0 x; x ONE STORY CMU 4 u mtu SINGLE FAMILY RESIDENCE EL, -- 105,10) z v < v CONCRETE DRIVEWAY o O AND WALK O 30'-0" 25 -0 104.9 X _ 1p4.6 •-------------------------- -------------------- X 104.4 X 104,4 1'-b" SIDE SETBACK D AIN ! D AIN IV a0 X 103.9 X 104,S el; O. X 104.4 z , i nn_i-- ^^1 ^^II 1"% IV VVUAZ J, VV Vl/ W=_I•IV.,'F 11 IJ O N 88deg, 00' 0011 UJ..:110'.00 (P ) PLANS S SITE Ok to construct single family home with setbacks and impervious area . I" = 10'-0" shown on plan. 5cAeol,,le ,C see-. -A / LEGAL DESC IPTION: LOT 18 CC: I- FAIRVIEW, A SUBDIV OF THE PUBLIC R RIDS Of 6 OLE NAS RECORDED IN PLAT BOOK 4, PAGE 11, 3 RECORD COPY SHINGLE I OADING I p WIND 2139m.p.h. WIND 12 EXPOSURE C 5C5 3 5' SlGE 6-3/16-' EELL2' LLj E3G. 73.65 12 2OVERHANG 2 PLUMB CUT Tvi PIC A I TRUSS END D2' ALL BEAMS BY OTHERS 0 2' UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HIANGERS ARE SIMPSON HIUS26 OR HGUS26-2 AND S32' IF ALLLOOP IHIANGERS' ARE THA4'2'2 2' ING FD FAR T UNLESS NOTED OTHIERWISE. BEARING I G T S 7"ANGLIR TAK"-O'rr 2 8'- 0 E I G I.H. T2 q) PA?- 2 2: 1\ 1 0 T 10 -8ITIS THE RESPONSIBILITY Or i-- BUILDING DESIGNER OR 2 RC.-. IFCT TO PROVIDE IN ?PPRORRI-'T- CONNECTF6N -CR TRUSS75 To SUPPORTING STRUCTURE PER REACTIONS SHOWN ON SUSS-NGINE-RING. SPECIAL COWSIDER,-,tONSFOR MECHANICAL zOU1PM-NT PLUMBING (AND THEIR CONNECTIONS) IN TR SS S -CE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LA'&J'T. 22 PRIOR TO BRICATION. Ln Lf) Ln N - CTURER - IS CCMP!NY15TRUSSM-i U, WHOSE RESPONSIS' I - ITI- S LIMITED TO --CSE DESCR13ED ..N VITCA 1-1-95 ' DESIGN RE P&SiBfl!TI-S-. ACCORDINGLY,IT DISCL-'IMS TIES AND/OR IABI TY T-CONSTRUCTION IL' Ll DESIGNDRAWINGS. DOCUMENTS INCLUDING THE NSTALL-ITION AND S2 2' 3RACING OF TRUSSES M-NUF-CTURE-D BY THIS COMPANY. 2: WLDNIN( 2 CONVENTIONAL - RECITON AND/OP. PERMANENT aR-CING IS NOT T,-L RESPO SIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. OR TRUSS PERSONS ERECTING 0 TRUSSES ARE CAUTIONEDTOSHI PROFESSIONAL "DA' 2 EGA -.-- HON BRACING & HCH. IS , WAYS RFOUIPED TO REGARDING : -C- 'LP.RFVE 7 TOFPL,,NG AND DOMINOING -DURING ERECTION: -ND Rr;'M-NMAYBEENTS-ACING WHICHREQUIREDIS=ECIFIC P?L'-TION -- - GLJ TO TILE FOR 3006 P' 'C_ cl S."5-- IDE'', C- . R INSTALLING, RESTRAINING & BRACING OF METAL =L.-7E CONNECTE-D 2 WOOD TRUSSES RECOMMENDATIONS" 2 FOR , U R—R INFORMA BC 006) Tzsl113USS:S 5i, E NSTALLED IN A STRAIGHT ?.ND PLUMB 17 2 NO S POSITION, WHERE - -47-71". -'PPL[H) DIRECTLY TO TOP AND/OR 30TT0C.-.OR-3S, T.-V S SiAL'- =. =PA=AAS SP-C:F:z,:) ON Tln - 7 rGNE—D DESIGN. TRUSSES Sh-LIL 37 NDL-D W T N r,so\l'BL- CARE DURING TO PR-V-NT DLMAGE OR 2' c RSONAL INJUR'. L\T- ENTION I 2' APPROVA, OF : IS TRUSS LA CU7 IS T N EC HFOREFABRIC-` ; ON CAN 3ECIN. SlB V RFY SRANS, PITCH'-- S, OV RHIANGS, '-,''--LS T, NS. C ED T.A. N C F AND 3-- RINC CONDI.10 C T"HIS LAYOUT ASSUMES TOTAL RISPONSISUTY. AlGE TRI,SSES WILL HE 3bILT P7-R TIHIS LAYOUT. B 2 2 G 3 II E 2 E20E 2BIGl L 2 G2GE CUSTOMER JOB NAME A! 12' v SCALE , DRAWN 3- OB NUMBER 357 RECORD COPY ALPINE my conr;a:• Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com OlLC Illlull/I dLlu/l. ustomer: Accu-Span Truss Company Job Number: 19851 obDescription: MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties ddress: 404 SAN CARLOS I City, State, Zip: SANFORD, FL Name, Address and License # of Structural FOR if one exists for the building: Name: License #: Address: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.01.1114.21 JRef #: 1 W a04080024 Wind Standard: ASCE 7-10 Wind Speed (mph): 139 Roof Load (pst): 20.00- 7.00- 0.00- Floor Load (psf): None 10.00 This package contains a job notes page, 14 truss drawings and 3 details. Item Seal # Truss 1 101.18.0755.18980 AlGE 3 101.18.0755.24837 61GE 5 101.18.0755.30500 E1 7 101.18.0755.35250 G1 9 101.18.0755.38640 G3 11 101.18.0755.49773 S 1 B 13 101.18.0755.54520 S2 Item Seal # Truss 2 101.18.0755.22537 61 4 101.18.0755.28200 B2 6 101.18.0755.33337 E2GE 8 101.18.0755.36763 G2GE 10 101.18.0755.41777 S1 12 101.18.0755.51597 S1GE 14 101.18.0755.57820 S3 This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 04/11/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 4/11/2018 9:29:13 AM Job Number: 19851 MELLONVILLE V2 /MELLONVILLE V2 -PNT Propenies Truss Label: A1GE 6'1"6 6'1"6 Ply: 1 Qty: 1 11'2"6 + 176" 5'1" 6'3"10 f —4'— 76" - i ( 2YP_' — 4 — -5j6 12 1- 12'0"4 4'3"12 V T10 6' V Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.50 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :83 2x6 SP #2: Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 4.182' Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Shim all supports to solid bearing. 5'2"6 6'0"2 11'2"6 17'2"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE SEQN: 92329 / T1 GABL Cust: R408 JRef: 1Wa04080024 FROM: MT Dnallo: 101.18,0755.18980 KM / DF 04/11/2018 22'11"13 28'S"15 35' 5'5"13 + 5'6"3 6'6"1 18'8" 5'111 5'5"13 6411 1'6 23'1"9 28'7"5 ' 35' Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.108 C 999 240 B 501 / 186 1240 I - / 234 / 7.6 VERT(TL): 0.320 C 754 180 AK'352 / 84 / 200 / - / - / 51.7 HORZ(LL): 0.047 C - - AL 812 / 260 / 537 / - / - / 7.6 HORZ(TL): 0.087 C Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Max TC CSI: 0.410 AK Min Brg Width Req = - Max BC CSI: 0.630 AL Min Brg Width Req = 1.5 Max Web CSI: 0.729 Bearings B, AK, & 0 are a rigid surface. Bearings B, AK, & 0 require a seat plate. Members not listed have forces less than 375# VIEW Ver: 17.02 01A 1114 21 1 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 874 - 1252 M - N 610 - 761 C - D 880 - 1167 N - O 785 - 1238 AS O S :. w 04/ 1 1 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Y 1138 - 682 R - Q 1073 - 595 Y - X 1084 - 654 Q - O 1076 - 594 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Y - D 728 - 346 T - M 424 - 444 D - X 712 -1153 T - R 752 - 367 W - G 283 - 441 R - N 328 - 487 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safely practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rinrd ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build inccLT Components Group Inc. shall not be responsible for any deviation from this drawing,anyy failure to build the .+ Co~ truss in conformance with ANSITTPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page.,. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitabiity Suite 305 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's generaf notes page and these web sites: ALPINE: www.al ineirw.com; TPI: www.t inst.or ; SBCA: www.sbcindusl .com; ICC: wwwJccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92332 / T4 COMN Cust: R408 JRef: 1 Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 1 FROM: MT DrwNo: 101.18.0755.22537 Truss Label: B1 KM / DF 04/11/2018 1"8 6' 11,10"8 12' 8 510"8 5'10"8 1'8 4X6 D T5 ;3C E4 c+ T H 1 rn =5X6 i— B F 1 L A Q 3.65 1113X(( 3XE6()E3) 12 3X6(E3j 12' 7" 10 7"1 b 5'4"6 64" 6 7 I' 1'2'I Loading Criteria (pso Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.095 C 999 240 B 542 / 161 / 297 / - / 98 / 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.250 C 834 180 1 542 / 161 / 297 / - / - / 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 H - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL 0.105 H B Min Br Width Re 1.5gq NCBCLL: 10.00 Mean Height: 15.00 ftg Code / Misc Criteria CreepFactor: 2.0 1 Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf4. 0 Bldg Code: FBC 2017 RES Max TC CSI: 0.376 Bearings B & F are a rigid surface. Load Duration: 1.25 BCDL: p sf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.433 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.393 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 B - C 1029 -1522 D - E 963 -1438 Lumber C - D 992 -1438 E - F 1038 -1522 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lt Slider 2x4 SP #3: BLOCK LENGTH = 4.182' Chords Tens.Comp. Chords Tens. Comp. Rt Slider 2x4 SP #3: BLOCK LENGTH = 4.182' B - H 1395 -783 H - F 1395 -783 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. D - H 857 - 390 0. bti4ti Q ATE :• 40278 s/OW- 04/ 1 1 /20I 8 WARNING" READ AND FALLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable. Appigy plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin$1Components Group Inc., shall not be responsible for any deviation from this drawino any failure to build the wco , truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wi g or cover page , , 6750 Forum Drive listing this drawing, indicates acceptance of pro) esslonafi engineering responsibility solely for the design shown. The sul ability Suite 305anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92335 / T13 GABL Cust R408 JReC 1 Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 1 FROM: MT DrwNo: 101.18.0755.24837 Truss Label: B1GE KM / DF 04/11/2018 I M T rn J3 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 8 6' 11' 10"8 8 5'10"8 5'10"8 4X6 D 12 a 3X4 5 3XC4 E N H 5X6 M B F A G8, 12 7"1 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 4.182' Rt Slider 2x4 SP #3: BLOCK LENGTH = 4.874' Plating Notes All plates are 3X6(E3) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. 5'4"6 6' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE 12' 5'4"6 11'4"6 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.095 E 999 240 VERT(TL): 0.251 E 833 180 HORZ(LL): 0.058 H - - HORZ(TL): 0.106 H Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.434 Max Web CSI: 0.382 VIEW Ver: 17.02.01A.1114.21 ry p ••FC `pP•` .>• o 0 278 xir..10 `' ,f0 04/ 11 /2018 7"10 12" I--- 1'6" —{ Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W F' 90 /27 /37 /- /8 /143 Wind reactions based on MWFRS F Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1031 -1524 D - E 963 - 1424 C - D 992 -1439 E - F 1015 - 1523 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1396 - 783 H - F 1396 - 783 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - H 855 - 386 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 10, as appllcabge. Apply plates to each face ofptruss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the N mvco.murr truss In conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive listing this drawing indicates acceptance of prolessionar engineering responsibility solely for the design shown. The sui ability Suite Fos and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineit tom; TPI: w .l inst.or ; SBCA: w .sbcindust .corn; ICC: w .iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92338 / T11 COMN Cust: R408 JRef: 1Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 2 FROM: MT DrwNo: 101.18.0755.28200 Truss Label: B2 KM / OF 04/11/2018 1 i'8 6' 117' 12 1'8 610"8 + 57 12 4X6 D 5 3 3X4 E G 5X6 B 1-1 Q 3.65 1113X6(E3 3X61E3) 12 117'12 5'4"6 64"6 7"1„1 7"10 6' 1 1'4"6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.094 C 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.254 C 803 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.054 G - - Des Ld: 37.00 EXP: C HORZiL0.100 G Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 42 psf Creep Factor: 2.0 Soffit: 2. 00 BCDL: .psf Bldg Code: FBC 2017 RES Max TC CSI: 0.408 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.433 Spacing: 24. 0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.551 Loc. from endwall: Any FT/RT:0(0)/10(0) GCpi: 0. 18 Plate Type(s): i VIEW Ver: 17.02.01A.1 1 14.21 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 4.182' Rt Slider 2x4 SP #3: BLOCK LENGTH = 3.445' Wind Wind loads based on MWFRS with additional C&C member design. L. • s ii ' • o 40 278 ,, s/ONA1— 04/11/ 20j8 F 3" 6 12 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W B 534 / 160 /291 /- /81 /7.6 F 438 / 119 /221 /- /- /3.4 Wind reactions based on MWFRS B Min Big Width Req = 1.5 F Min Big Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp B - C 1165 -1458 D - E 1162 -1386 C - D 1134 -1374 E - F 1157 - 1456 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B - G 1334 -1000 G - F 1333 - 998 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. D - G 819 - 504 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for satPEly practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicab te. Apply plates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. Aefer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Building Components Group InC. shall not be responsible for any deviation from this drawing,any failure to build the µwCe,,,,r,,,, truss in conformance with ANSI 1, or for handling shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 6750 Forum Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suifablllty Suite 305 and use of thisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC:-.iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92341 / T5 COMN Cust: R408 JRef: 1Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 2 FROM: MT DrwNo: 101.18.0755.30500 Truss Label: E1 KM / DF 04/11/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2'10" I 58 r 2' 10" T 2' 10" 3X4 12 C F 1 _ 5' l- 1'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind 5'8" 58" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE 01 4" Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.002 999 240 VERT(TL): 0.005 999 180 HORZ(LL): -0.001 - - HORZ(TL): 0.002 Creep Factor: 2.0 Max TC CSI: 0.427 Max BC CSI: 0.151 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 1 -0 ('ATE OF4. 0 278 ' IO'YttIIW two 04/ 1 1 /2018 0 T C) 11'4" 1'16 — { Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 299 /92 /201 /- /64 /4.0 D 299 / 92 / 201 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an c7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceillnpLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Bu ildi ncL Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the MrIWO)~ truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa a .. 6750 Forum Drive listing this drawing indicates acceptance of proTesslonal engineering responsibility solely for the design shown. The su,Pablllty Suite For and use of this drawing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbandust .corn; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92344 / T8 COMN Cust: R408 JRef: 1Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 1 FROM: MT DnwNo: 101.18.0755.33337 Truss Label: E2GE KM / DF 04/11/2018 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 12 210" 1 58" 2' 10" 1 2' 10" 3X4 C 2A4(A1)=2A4(A1) F4 }" 5' 141. f-- 1'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind M;l 5'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.002 999 240 VERT(TL): 0.005 999 180 HORZ(LL): -0.001 - - HORZ(TL): 0.002 Creep Factor: 2.0 Max TIC CSI: 0.427 Max BC CSI: 0.151 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 f o ATE ao z7s '''0NA1- wr14011 twit 04/ 1 1 /2018 1'6" --{ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 299 /92 /201 /- /64 /4.0 D 299 /92 /201 I- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraacininstalledperBCSIsectionsB3, B7 or 910 as applicable. Apply plates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. Defer to' ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawin an failure to build the _ W co,,,,, truss in conformance with ANSI II PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this droving or cover page , 6750 Forum Drive listing this drawing indicates acceptance of rotesslonar engineering responsibilitty solely for the design shown. The suitabilityanduseofthisgrawingforanystructureistpheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92347 / T6 COMN Cust: R408 JRef: lWaG4080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qly: 1 FROM: MT DrwNo: 101.18.0755.35250 Truss Label: G1 KM / OF 04/11/2018 3'10" y 9'4" } 14'10" 18'8" 3'10" 1 5'6" 5'6" 3'10" 4X6 D 8' 18, 8" 6'4" 12'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R I U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.070 H 999 240 B 885 / 340 / 440 / - / 133 / 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.165 H 999 180 J 885 / 340 / 440 / - / - / 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL 0.049 H B Min Brg Width Reg = 1.5 NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria CreepFactor: 2.0 J Min Brg Width Reg = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.581 Bearings B & F are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.662 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.148 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 B - C 825 -1502 D - E 709 -1327 Lumber C - D 709 -1327 E - F 824 -1502 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Special Loads B - 1 1329 -662 H - F 1329 -675 Lumber Dur.Fac.=1.25 Plate Dur.Fac.=1.25) I - H 950 -400 TC: From 55 plf at 1.50 to 55 plf at 20.17 BC: From 4 plf at BC: From 20 plf at 1.50 to 4 pif at 0.00 0.00 to 20 plf at 6.89 Maximum Web Forces Per Ply (Ibs) BC: From 60 plf at 6.89 to 60 plf at 11.75 Webs Tens.Comp. Webs Tens. Comp. BC: From 20 plf at 11.75 to 20 plf at 18.67 1 - D 388 -143 D - H 389 - 142 BC: From 4 plf at 18.67 to 4 plf at 20.17 Wind Wind loads based on MWFRS member design. with additional C&C i1 Ri'ttj 0 o VATE OF ;` c 0 278 ,' Iletf 114Ak; 04/ 11 /2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the ,wrrw00~ truss in conformance with ANSIrfPI 1, or for handlin4 shlppinq, installation and bracing of.trussesA seal on this drawing or cover page .. 6750 Forum Drivelistingthisdrawingindicatesacceptanceofproessionagengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 305anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92350 / T7 GABL Cust: R408 JRef: 1 Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 1 FROM: MT DrwNo: 101.18.0755.36763 Truss Label: G2GE KM / OF 04/11/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Lid. 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 9'4" 18,81, 9,4,. 9,4., 3'4„ 2' TY P) = 4X6 F f— 1'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 18,81, 18'8" 1'6" 18'8" -{ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 E 999 240 X 84 / 25 / 38 /- / 7 / 224 Lu: NA Cs: NA VERT(TL): 0.001 E 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.001 E - - J Min Brg Width Reg = - HORZ(T L): 0.001 G Bearing B is a rigid surface. Code / Mist; Criteria Creep Factor: 2.6 Bldg Code: FBC 2017 RES Max TC CSI: 0.216 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.070 Rep Factors Used: Yes Max Web CSI: 0.058 FT/RT:0(0)/10(0) Plate Type(s): WAVE i VIEW Ver: 17.02.01A.1114.21 i o ATE ORO rrjr .o a• 0 278 `rrrrfl tinttlrilwt, 04/ 11 /2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3. B7 or B10 as applicable. Apply plates to each faceoftrussand position as shown above and on the Join -Details, unless noted otherwise. Refer to' ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the µCo~ truss in conformance with ANSI f PI 1, or for handling, shipping, installation and bracing of_trussesA seal on this dr2wing or cover page , , 6750 Forum Drive listing this drawingindicatesacceptanceofproessionaengineeringresponstbilitt solely for the design shown. The suiCabllity Suite 305 and use ofthisdrawingforanystructureisperesponsibilityoftheBuildingDesigrSerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92353 / T9 COMN Cust: R408 JRef: 1Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 2 FROM: MT DrwNo: 101.18.0755.38640 Truss Label: G3 KM / DF 04/11/2018 3'S"4 8'11 "4 14'5"4 18'3"4 3'5" 4 5'6. 5'6" 3' 10" 4X6 D 18'3"4 511"4 6' 64" 5' 11 "4 11' 11 "4 18'3"4 1' 6" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deft U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.059 H 999 240 A 767 / 281 / 353 / - / 116 / 2.9 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.140 H 999 180 J 868 / 329 / 435 / - / - / 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.024 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL 0.041 H A Min Br Width Re 1.5 gqNCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria CreepFactor: 2.0 J Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.564 Bearings A & F are a rigid surface. ggLoad Duration: 1.25 BCDL: 5.0 P sf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.651 Bearings A & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.302 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 A - B 940 - 1467 D - E 724 - 1284 Lumber B - C 892 - 1434 E - F 843 - 1463 Top chord 2x4 SP #2 Dense C - D 774 -1289 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads A - 1 1295 -714 H - F 1294 -694 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) I - H 917 -402 TC: From 55 plf at 0.00 to 55 plf at 19.77 BC: From 20 plf at 0.00 to 20 plf at 6.84 BC: From 60 plf at 6.84 to 60 plf at 11.22 Maximum Web Forces Per Ply (Ibs) BC: From 20 plf at 11.22 to 20 plf at 18.27 Webs Tens.Comp. Webs Tens. Comp. BC: From 4 plf at 18.27 to 4 plf at 19.77 D 378 -160 D - H 375 -134 Wind Wind loads based on MWFRS with additional C&C nq member design. 01J JUJpZ- 3 O. tf4tS ATE5( 0 278 ONAl- E a 04/ 1 1 /2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceilm Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 87 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the -rrW co~ truss in conformance with ANSI/TPI 1, or for handlin] shlppinp, installation and bracing of,trussesA seal on this drawing or cover paqe.. 6750 Forum Drive listing this drawing indicates acceptance of pro) esslonaJ engineering responslbilltty solely for the design shown. The suifablllty Suite 305 and use of thisdrawing, for any structureis the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites' ALPINE' www alpineitw com; TPI: www tpinst org' SBCA www sbcindustrycom; ICC' w iccsafe org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92356 / T3 COMN Cust: R408 JRef: 1Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 5 FROM: MT DrwNo: 101.18.0755.41777 Truss Label: S1 KM / OF 04/11/2018 5'10"15 8'9"4 3'97 'i 2'10" T m TVQX8 03X10(812R) 1 11'10"1Q 17 f_' + 22'11" 10 267'13, 3'1"7 5'7"6 5'S"10 3'8"3 5X6F 7X10III2X4 4X12 =5X6 35' i3 35' 1' 6" 5'3" 11 121" ' i 5' 7"13 5'3" 6 1 2 3713 I8'2" 13 +1'6 5' 11"5 7" 10 it' 7"2 16'10"8 17'4"4 23'1"6 26'9'3 35' 7 10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R I U / Rw / Rh / RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.622 P 670 240 R 1412 1405 / 770 / - / 259 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.685 P 361 180 S 1402 / 407 / 781 / - / - 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.337 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL 0.626 K R Min Br Width Re = 1.6 gqNCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep PFactor: 2.0 S Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.769 Bearings R & I are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.953 Bearings R & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.50 ft Rep Factors Used: Yes Max Web CSI: 0.977 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 3349 - 6007 F - G 1879 - 3222 Lumber C - D 3364 -5956 G - H 1414 -2192 Top chord 2x4 SP #1 Dense 33, T4 2x4 SP #2 D - E 3666 -6622 H - 1 1489 -2541 Dense: E - F 1895 - 3231 Bot chord 2x6 SP SS 133, B4 2x4 SP #2 Dense: Webs 2x4 SP #3 Lt Wedge 2x4 SP #3: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B - Q 5668 - 3040 L - K 2253 -1214 a) Continuous lateral restraint equally spaced on Q - P 6431 - 3388 K - 1 2255 -1213 member. P - M 5831 - 3002 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. Q - D 391 - 782 M - G 971 - 357 ItiNiAy I Ja4 4 1225 2471E - M 1732 - 2995 G - L 875 1F - M 2092 -1086 L - H 285 - 395 i ATE ' cv c cam'% i<`'••: c 0R\V'-`X-1' 4 `. 0 278 'gy(,7y/hV(`ONA 0 04/ 11 /2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rI id ceilln Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µSWC0 ,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suif-ability Suite 305 and use ofthisdrawing, for anystructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: —.iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92359 / T15 COMN Cust: R408 JRef: 1Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 1 FROM: MT DrwNo: 101.18.0755.49773 Truss Label: SIB KM / DF 04/11/2018 9.202 112"6 14'6"1 1T6" 232 28'S"15 35' 2'1"10 2'0"' 3" 4 3'3"11 i' 2'11"15 5'9"2 52"13 T 661 5X6G T g 3X6F SS0712 3X4 12 SSE 712 H 5 (% 05X12 aD( ) s 6X6 9 5X6 m TI C' I m TQ N 4X8 (a) B T J 1 1 SS0712 12XI2 R B4 B5 L1 o3X6( F9) 3.65 III =70 =6X8 =3X6(82) 3X6(F9) 2 1112X4 1112X4 35' 1 6" 5'4" 6 i 3'0"9 2'3"1 2'9"11 3'2" 3 6' S'3"1 6'4"11 1'6" 10 6' 14'2"1 7'4"4 23'4"4 28'7"5 35' 7' 10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.766 R 544 240 U 1409 / 404 / 768 / - / 233 / 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 2.076 R 293 180 V 1398 / 405 / 778 / - / - / 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.436 L - - Wind reactions based on MWFRS EXP: C HORZ TL 0.810 L U Min Br Width Re 1.6 DesLd: 37.00 ( ) g q NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria CreepFactor: 2.0 V Min Brg Width Req = 1.5 TCDL: 4.2 psf Bearings U & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.696 Bearings U & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.780 Spacing: 24.0 " C&C Dist a: 3.50 It Rep Factors Used: Yes Max Web CSI: 0.990 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:0(0)/l0(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 17.02.01A.1114.21 B - C 3383 - 6139 F - G 1894 - 3184 Lumber C - D 1813 - 3044 G - H 1854 - 3212 Top chord 2x4 SP #2 Dense :T1 2x6 SP #2: D - E 4970 - 9202 H - 1 1402 - 2235 Bot chord 2x6 SP SS :B4 2x4 SP #2 Dense: E - F 2479 -4387 1-1 1508 -2585 135 2x4 SP #1 Dense: Webs 2x4 SP #3 :W1, W5 2x4 SP #2 Dense: W4, W6 2x4 SP #1 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B - T 5773 - 3052 P - N 3935 - 1927 a) Continuous lateral restraint equally spaced on T - S 5154 -2732 M - L 2306 - 1251 member. Q - P 8561 -4368 L - J 2307 - 1249 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. T - C 2800 -1437 P - F 1150 - 578 C - S 1435 - 3506 F - N 186 - 1342 181 S - D 1835 - 3506 G - N 2186 - 1181 S - Q 4871 - 2534 N - H 896 - 293 OOv•+++• o D - Q 5434 - 2742 N - M 2364 -1235 S • E - Q 3908 - 2011 H - M 532 923 r •` f E - P 2599 - 4917 ATE C Oilp\4P• <c.. Cj yi? / •.•• +•++ ` 0 278 + yt 1 tl A `14 04/ 1 1 /2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, an in shipping, in;tailing .and bracing.. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached didceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 610, as appllcabQe. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the .N rTWCOMw truss in conformance with ANSI TPI 1, or for handling, shlppinq, installation and bracing of.trussesA seal on this drawing or cover pa a .. 6750 Forum Drive listing this drawing indicates acceptance of pprofesstonaf engineering responsibility solely for the design shown. The suitability Suite 305 and useofthisgnawingforanystructureisAreresponsibilityoftheBuildingDesignerperANSIfTPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC:—.iccsafe.or Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92362 / T12 GABL Cust: R408 JRef: 1Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qty: 1 FROM: MT DrwNo: 101.18.0755. 51 597 Truss Label: S1GE KM / OF 04/11/2018 13'6" 2'i "8 F- 9 1 9'6" i t'8"¢ 15'6" i 1 T6" 19'6' 23'3" 11 2. ' j 28'S"15 32'10" 8 35' 1 p'1"g 4'4"8 T 12'11'.15 2'2"5 2' T 2' 2' 3.9"11 2'2"ST 2'11"15 5X6(R 1) H 3X4 F 12 DE5F-,- r S 3X4J 3X8 T H0912 IN 3X8 3X 10(F2) H0912 3X 10(F2) B u Q 3.65 O e-a - 5 12 N AC 35' 710 5'9"1 2'0"15 4' 4' 2'0"1 5 5'0"6 5'9"1 7"i10 7 10 6'4" 11 + i t'S"1 + 13'6t 1 T6" r 21'6" T 23'6"3528'7"5 34'4"6 3 t' --1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 :W8 2x4 SP #2 Dense: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Bracing a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/l0(0) Plate Type(s): WAVE, HS u Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W AC*81 / 23 / 37 /- / 7 / 420VERT(LL): 0.930 1 447 240 VERT(TL): 2.547 1 239 180 Wind reactions based on MWFRS HORZ(LL): 0.626 O - - AC Min Brg Width Req = - HORZ(TL): 1.171 O Bearing AC is a rigid surface. Creep Factor: 2.0 Max TC CSI: 0.617 Members not listed have forces less than 375# Max BC CSI: 0.762 Max Web CSI: 0.892 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 3374 - 6198 H - J 2809 - 5485 C - D 3599 - 6746 J - K 3655 - 6710 D - E 3625 -6711 K - L 3631 -6748 E - F 2780 - 5469 L - M 3398 - 6200 VIEW Ver: 17.02.01A.1114.21 F- H 2826 - 5459 ATE •` s%, s:c4 OR.-' C*A'\ v, 0 27s'''%, SIOMAI. 04/1 1 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - U 5862 - 3040 R - Q 6473 - 3239 U - T 5994 - 3102 Q - P 6445 - 3228 T - S 6427 - 3160 P - O 5993 - 3135 S - R 6466 - 3186 O - M 5864 - 3077 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - V 517 -137 H - R 3920 -1920 V - T 514 -135 AA- J 920 - 1156 E - W 905 - 1145 P -AB 516 -147 W - R 909 - 1148 AB- L 519 -149 R -AA 919 -1158 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, 1-4611111-1, as applicable. Apply Oates to each face, oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Build incLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µr ,,cow,,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . , 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suMablllty Suite For and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w A inst.or ; SBCA: w .sbcindust .com; ICC: w .iccsafe.org Orlando FL, 32821 Job Number: 19851 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Truss Label: S2 Ply: 1 Qly: 6 SEQN: 92365 / T2 COMN FROM: MT Cust: R408 JRef: 1 Wa04080024 DrwNo: 101.18.0755.54520 KM / OF 04/11/2018 5'10"9 11'10"10 1T6" 21'3"4 2474 29'1"3 35' i5'10"94 I 3'a" f• 4'S"15"13 6X6E 5 4X6 Q BX 16F 1112X4 T2 H0912 12 D 5 G T3 a) W4 or y 7X8 BXB T 0 S B2 P (a) H 1-10912 M o B T 0 K I A 1112X4 1112X4(") J 8' Q 3.65 R 0 63 0 NL 3X6(F9) 3X6 F9 (F9) 12 8X14 =_ SX10 1112X4 1112X4 3X6(F9) 35' 1'6" 51"15 1 59..9 + 5'3"6 I 5'12 3'11" 3'S"12ITT 4'S"4 f '17..107' 10 5'9"9 11'T'2 16'10"8 17'4"4 21.3.•4 24.9.. 297'3 34.4••6 F7 35' 10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL I W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.865 R 481 240 U 1409 1404 / 771 / - / 236 / 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 2.353 R 258 180 V 1409 / 405 / 771 / - / - 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.628 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 1.169 K - - U Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 V Min Brg Width Req = 1.6 Soffit: 2.00 BCDL: 5.0 psfp Bldg Cade: FBC 2017 RES Max TC CSI: 0.511 Bearings U & V are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.914 Bearings U & V require a seat plate. Spacing: 24.0 " C&C Dist a: 3.50 ft Rep Factors Used: Yes Max Web CSI: 0.951 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.01A.1114.21 Lumber B - C 3478 -6354 F - G 4153 -7461 C - D 3688 - 6827 G - H 4180 - 7685 Top chord 2x6 SP #2 :T2, T3 2x6 SP SS: D - E 1871 -3247 H - 1 3500 -6347 Bot chord 2x6 SP SS :132, B3 2x4 SP #1 Dense: E - F 1869 -3214 Webs 2x4 SP #3 :W4, W10, W11 2x4 SP #2 Dense: WS, W9 2x4 SP #1 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. a) Continuous lateral restraint equally spaced on B - T 5988 - 3152 M - K 6141 - 3263 member. T - S 6078 - 3189 K - 1 5981 - 3184 Plating Notes S - P 6040 - 3049 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply (Ibs) requirements. Webs Tens.Comp. Webs Tens. Comp. Wind C - S 489 -130 O - F 1689 - 3307 Iff"WnS D 1865 - 880 O - M 2471 -1223 Wind loads based on MWFRS with additional C&C member design. A• %,``eee4jay11J •` FCC w D - P 1818 -3186 F - M E - P 2121 - 1128 M - H 6416 -3342 1287 - 570 eto0,Y//+?/ P - 0 2496 - 1236 K - H 304 - 457AdditionalNotes4pJ •••• SF••• P - F 1280 -493 WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken1. V' • during handling, shipping and installation of trusses. 648 e See "WARNING" note below. p3 • • e zy-o'• ATE QI y,, .c • 4 ORV.,to ' ,,. 4• a•.• 0 278 r%•yr,IISy,ONA1. Elated Uftlt( 011tlta fU 04/ 11/2, WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing SCSI. Unless have bottom have per notedotherwise,top chord shall properly attached structural sheathing and chord shall a properly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW BuildincLQComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for hanc!44 shipping, installation and bracing of trussesA seal on this drawing or cover page .. drawing, listingthisdrawingindicatesforthedesignTheco,,,,,,,,., 6750 Forum Drive For acceptanceofproessionaengineeringresponsibilittyvsolelyshown. sui ability and use of this for any structure is hie responsibility of the Building Designer per ANSI/TPI 1 Sec.2.305 Suite Formore information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: w .sbciridust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 19851 Ply: 1 SEQN: 92368 / T14 SPEC Cust R408 JRef: 1Wa04080024 MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties Qly: 11 FROM: MT DnwNo: 101.18.0755.57820 Truss Label: S3 KM / OF 04/11/2018 6'6"7 11'8"14 17'6" 23'3" 2 2" "9 35' 5'9" 2 5'9" 2 -i 5.211 6'6" 7 , Loading Criteria (psf) TC L L: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6" 5'9"13 7 10 6'5" 7 7110 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpj: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 SP SS :T2, T3 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W5 2x4 SP #2 Dense: Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. r6X8(R1) All 110 6'0'15 11,5111 17'6" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE, HS 35, 6'0"15 4'11' 10 5'9"13 1'6" T + ; 23'6"15 28'6" 9 34.4••6 7"10 35' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W 0 1415 / 401 / 777 / - / 232 / 7.6VERT(LL): 0.887 L 469 240 VERT(TL): 2.428 L 251 180 P 1415 / 401 / 777 / - / - / 7.6 HORZ(LL): 0.626 J - - Wind reactions based on MWFRS HORZ(TL): 1.171 J 0 Min Brg Width Req = 1.6 Creep Factor: 2.0 P Min Brg Width Req = 1.6 Max TC CSI: 0.812 Bearings 0 & P are a rigid surface. Max BC CSI: 0.729 Bearings O & P require a seat plate. Max Web CSI: 0.855 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21 B - C 3576 - 6623 E - F 2893 - 5733 C - D 3750 - 7057 F - G 3784 - 7057 D - E 2927 - 5733 G - H 3600 - 6623 O. P6648 o ATE 0 278'•,ysS/oNA 04/ 1 1 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - N 6257 - 3244 L - K 6798 - 3406 N - M 6343 - 3275 K - J 6343 - 3314 M - L 6798 - 3358 J - H 6257 - 3282 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 468 -101 L - F 970 - 1239 D - L 973 -1239 K - G 468 -123 E -L 4000 -1869 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per SCSI sections B3, B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW BuildinciComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handljnq, shipping, installatidn and bracing of,trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of pro essiona. engineerinq responsibilittyv solely for the design shown. The sul ability and use of this drawing for any structure is hre responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE w Co~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 100 moh Wind Soeed. 15' Mean Helaht. Partially Enclosed. Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' S fF 3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10, 1' 10, 6' 13' 4' 13, 10' 14' 0' 14' 0' Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Q H Standard 4' 1' 5' 8' 6' 0' 7' 7' e' 1' 10, 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' 1 4' 6' 7' 4' 7' 8' e' 8' 9' 0' 10' 4' 10, 9' 13' 8' 14' 0' 14' 0' 14' 0' J S P F #2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10' 3' 10, 8' 13' 6' 14' 0' 14' 0' 14' 0' NT 3 42' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' U D P L Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' d Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' ill 0' Ill 10' 14' 0' 14' 0' U 1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10, 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' S P r 3 4' 8' 8' 1' 8' B. 9' 8' 10, 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' lJ u Stud 4' 8' 8' V 8' 6' 9' 8' 10' V 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' f l Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' il' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' QJ 0 1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10, 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' e' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' D rr L Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' It' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' 1 / # 2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d S P P 3 5' 1' 9' 0' 9' 4' 10, 8' II' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Lf r Stud 5' 1' 9' 0' 9' 4' 10, 8' IL' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' O H r Standard 5' 1' 8' 0' 8' 6' 10, 8' IL' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 8' 9' 3' 9' 8' 10, Ill 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 5' 5' 9' 2' 9' 6' 10, 10' 11' 3' 12, Ill 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d 3 5' 3' 8' 5' 9' 0' 10, 9' it, 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 5' 3' 8' 5' 9' 0' 10, 9' IL' 2' 12' 10' 13' 4' 14' 0' l4' 0' 14' 0' 14' 0' rl Standard 5' 1' 7' 5' 7' 11' 9' '11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group At S ruce-Pine-Fir Hem-Flr 1 / # 2 Standard #2 Stud 3 Stud 1 #3 IStandardi Dou ins Fir -Larch Southern Pine. 3 # 3 Stud Stud Standard Standard Group BI Hem - Fir I 6 Btr 1 Dou las Fir -Larch Southern Pinewww 1 # 1 2 # 2 1x4 Braces shall be SRB (Stress -Rated Board). For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these grades. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. ymm Attach 'L' braces with IOd (0.128'x3.0' min) nails. About l able Truss ilE For (1) 'L' braces space Halls at 2' o.c. In 18' end zones and 4' o.c, between zones. Diagonal brace option- T )K o 18( 2) ' L' braces. nnd pace ce naps at n3 zones. vertical length may be I doubled when diagonal 18' )K 'L' bracing must be a minimum of 807 of web brace Is used. Connect I member length. L diagonal brace for 450# ,L' + at each end. Max web Brace Goble Vertical Plate Sizes total length Is 14'. 31E 31E ifl'itUltlttjtj Vertic¢l Len tin I No Slice 2x4 DF-L #2 or Less than 4' 0' IX4 or A3 better diagonal T_ + jl Greater than 4' 0' 3X4 Vertical length shownV45-* bracer single 8' in table above.ordouble cut(as shown) at + Refer to common truss design for upper end. peak, splice, and heel plates. 7-71 An Ing Refer to the Building Designer for conditions Connect dlagonn nt a, • Y not addressed by this detall. midpoint of vertical web. Refer to chart a e for m erAth. VARImICia READ NO FOLLOW ALL NOTES ON THIS DRAVINGI `VAT C ' REF ASCE7-10-GAB14015 DPOITANT.wtllRi¢SN THIS DRAWING TO ALL COTTRACTO2S Dl(LUDII'IG t)E DISTALIFRS. 'Q • Trusses require ex care In fabricat1mg, handYq shipping, Inst.tUng and bracing. Refer t.1n D # follow the latest edition of BLSI (Building Component Safety Information, by TPI and SBCA) for s.faty R + : DATE 10/ 01/14 practices prior to performing these functions. Installers shall provide temporary bracingper q4L_Unte.snat. d oterwise, top chard hall Mawr property attached structural sheatNng n,d bottom ,DRWG A14015ENC101014 shall haveaproperlyattachedrigidceiling. Locations shown For pernnrhent lateral restraint of s shall have bracing Installed per BCSI sectlons B3, B7 or 1110, as applicable. Apply plates to .ndn faah d Q of truss and position as shown above and on the Joint Details, —less noted otherwise. Refer to drawings 16GA-2 for standard plate positions. O, Alpine, adivisionofITVBuildingComponentsGroupIncshallnotberesponsibleforanydeviationfrAer+.y6jj0 AN rtWCOMPANYIlalrawintation , byndnpurre to Old the truss In conformance with ANSI/TPI 1, or for handling, shipping, p s.,r /+ T T, LD, 60 PSF A sent this drawing or cover page llstlng this drawing, Indicates acceptance of professlarwl rl,o (9 1"'t Ea 13723% Riverpod\DriveenpYnerihpresponsibilitysolelyforthedesignshownThesuitabilityanduseofthistrawYhg / Sanar e\ zoo for tystructureIsthe responsli of the "ding Desig— per ANSI/TPI I Sec?. t itlRlNttti % Maryland\ Heights,\ MO\63043FormoreinformationseethisJob's general notes page and these web sites- MAX. SPACING 24,0' ALPINE, • watpinettwconi TPI, www.tpinst.orgi SBCM www.sbclndustry.orgi IM —.1—safe.org T Relnfoi Memk Go Tr Gable Detail For I Pt -in VPrti(-nlS Gable Truss Plate Sizes pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, rb, and heel plates. vertical plates overlap, use a Lte that covers the total area of lapped plates to span the web, e, 2X4 2X4 *-2 rrovicie connections for uplitt specitteci on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nalls In the top and bottom chords. Toenalled Nalls- 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC10•0 118' w A18015ENC100118, A20015ENC100118, A20015END100118, A2 i§* A11530ENC100118, A12030ENC100118, A14030ENC100118 3 EE 111 A18030ENC100118, A20030ENC100118, A20030END100 S11515ENCI00118, S12015ENC100118, S14015ENCIO S18015ENC100118, S20015ENCI00118, S20015EN S11530ENC100118, S12030ENC100118, S14030E S18030ENC100118, S20030ENC100118, S20030 D10011 S200 0 ED100 8 See appropriate Alpine gable detail for maxims unreA rc9d1ppbl ,I T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -mall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2x4 30 X 2x6 20 X Example- ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 Ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30X = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 6 1.30 x 8' 7' = 11' 2' WARNING- READ AND FOLLOW ALL NOTES (IN THIS DRAVD4G r i / REF LET -IN V E R TIMPORTANTFLIAN[SH THIS GRAVING TO ALL CONTRACTORS DNCLUDIING THE MTALLERS. aaTrussesrequireextremecareInfabricating, ` ATE g i' qu ting, handling, shipping, Installing and bracing. Refer to'$rd DATE 01/02/2018foliosthelatesteditionofSCSI (Bu0.dfrp Component Safety Infornntbn, by TPI and SBCA) for safQ y practices prior to perforning these functloms. Installers shop provide temporary b,'cl per BLS] p • Qs Unless noted otherwise, top chord shall have properly attached structural sheathing nn bottom w. NF shall have a properly attached rlgId ceiling. Locations shown for pernanent lateral restraint of we *.• /C`` `p •• . DRWG GBLLETIN0118 Q TTTTTT O shall have bracing Installed per SCSI sections S3, B7 or B10, as applicable. Apply plates to cinch face j • ` rJoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. ••• 0R ilo Refer to drawings 16OA-2 for standard plate positions. ••O®s•• Alpine, a division of ITV Building Components Group Inc shall not be responsible for my deviation fron. AN RWCOMPANY this drawing, any fa 0.ure to build the truss In conformance with ANSI/TPI 1, or far handling, shipping, i MAX, TOT. LD, 60 PSFinstallation & brat of trusses. A seal on this drawbp or cover page astYp this drawing, Indicates, acceptance of professional RverpoA\Drive y+structure w solely >> drawingSuite\ 200 For Is the bitity yoMAsrWIi #0 278 04/11/2018 DUR, FAC, ANY Maryland\ Heights,\ MO\63043 for more Inf-tion see this Job's general rotes page and these web sites, MAX. SPACING 24,0' ALPINEwww.alpIndtw.conl TPI rww.tpin.t.org, SBCM www.sbclndustryargl ICC, wwwJcc"ft.org CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when n Continuous Lateral Restraint (CLR) OY T-Reinf. "I", Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4()10 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()K) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c, Reinforcing member Is a minimum 807 of web member length. Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is n minimum 80% of web member length. Scab T-Reinf. L-Reinf. oVARNMillse READ AND FRLOV ALL NOTES a THIS DRAVBiGI C PSF REF CLR Subst. esDP6ITANT>o FURNLgH THIS BRAVING TO ALL CWTRACTORS OCLUBING — INSTALLERS. YVATTrussesrraeztrenrcorehfabricathhand: rq r" quk g, handling, shipping, Install: and hracl Rrfrr to 0 IfollowthelatestedldonofBCSI (Building Conponent Safety Iformation, by TPI and SBCA) for saTrty a tDU PSF DATE 11/11/14 practices prior to perfornlng these functions. Installers shall provide temporary bracing per B= Unless noted otherwise, tap chord shall have properly attached structural sheathing and botton',rhor I PSF DRWG BRCLBSUB1014shallhaveaproperlynttnch.d rigid celhg. Locations shown for permanent lateral restraint of h shalltruss racing Installed per BEST sections the B7 or BIO, as applicable, Apply plates to eadi f 4 P• III III Q Il E of <,,,ss and position as shown above and on the .Iahc nr<ails, .aess notes otherwise. ,. • O • PSF Refer to drawings I6CA-Z for standard plate positions. I • L 0R Alpine, a elvlslan of ITV Building Components Group Inc shoo mac be responsibl. far any deviation for *• ++++LD. PSFI,N RWODMR4NY this drawlg, any falure to build the truss h conformance with ANSI/TPI 1, or for handling, shipping, 1ao ff+ A anent onion st aAwwtig crcorer page thrlAng this drawing, indicates acceptance of prwfesslonat ////i 13723\Riverpod\Ddve engineering resparWbltty solely for tlw design shown The swtabuty and use of tilt drawing 4/ 810 „ 1FAC. Suite\200 for airy structure is the resparsAlity of the 6Achng Designer per ANSI/TPI I Sect ` NA '0eMaryland\Heights,\MO\63043 Fornore information see this Joh's gniernl notespage and these eb sites- laity INGALPIlE r w.alphNtwconl TPL www.tpinst.argl SBCN w.wsbchdustry.arpi ILG wwrJccsafearg RECORD COPY 0 BUILDINGDIVISION Permit ## 1 8- 2 2 5, Project Location Address WILDING SANFORD O"' ARTM PRODUCT APPROVAL SPECIFICATION FORM As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Masonite Front Exterior Door FL# 22513.8 Sliding American Craftsman Patio Sliding Door FL# 14998.1 Sectional C.H.I Doors Garage Door FL# 15012.16 Roll Up Automatic Other 2. Windows Single Hung American Craftsman Bedrooms, Living Room FL# 14911.1 Horizontal Slider Casement Double Hung Fixed American Craftsman Bathroom Window & Foyer FL# 14918 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Amerimax Soffit FL-5896 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Roof Shingles FL-18355-R2 Underla ments Mid States Asphalt and Cantstrip Undedayments FL-15067.3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other I Millennium Metals Roofing Accessories FL-16568-R1 June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Accuspan Truss FL-1999 Engineered Lumber Buck Lumber Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 i' Revision' Response to Commeny sip 1 By _ L City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # l Submittal Date Proiect Address: FL,/ l Sci V-\ Cow lv S Contact: W&T-071 Ph: d7 Fax. r Email:-e f' 1'ii, (• C— D Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 11 Building General description of revision: ROUTING INFORMATION Approvals tee& 4460' 1) M 104.1 a z 0 105.0 0 vy 5 88deg. 04V34" E 109.98' (M) 104.4 5 88deg. 00' 00" E 110,00' (P) 103.9 D AIN D AIN QI 1'-6° SIDE SETBACK - X 104.4 104.9 X 1 LOT'1 u Ua IV(//(J C u PROPOSED 35'-0" W. X 55'-0" D. z 104.E m 104.9 ONE STORY CMU 4 X X 4. SINGLE FAMILY RE51DENCE r EL. -- 105.10) O 30'-0°• X 104.4 1'-6° SIDE SET13ACK a; X 103.9 X D AIN 104.4 p AIN ° J X 104.4 X 104.9 o N 88deg, 00' 00" W 110.34' (M) o Q 3 N 88deg, 00' 00" W 110.00' (P) SITE PLAN I° - 10'-0° LECsAL DE9C IPTION: LOT IS G I, FAIRVIEW, A SUBDIY OF ?HE PUBLIC R RDS OF S OLE s CONCRETE DRIVEWAY N AND WALK O DRAIN IOten. ,T. NZ 25'-0° a z 0U SYM80L5 X-%PROPOSED GRADE Ssl G,p RECORDED IN PLAT BOOK 4, PAGE 11, w I. O a m E 0 0 t E °> H G: L Y c u G z 'C o