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2535 Poinsetta Ave 17-2993
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100009 BUILDING APPLICATION #: 17-10000941 BUILDING PERMIT NUMBER: 17-10000941 UNIT ADDRESS: POINSETTA AVE 2539 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: 7-cmt t DATE: December 21, 2017 06-20-31-502-0500-0150 PARCEL: TRACT: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: EUGENE MATONI ADDRESS: 484 PICKFAIR TERRACE LAKE MARY FL 32746 7 aag3 1-70-1so 0 l (A. 5 LAND USE: PALM TERRACE TYPE USE: PASSION: 2539OSSECILNOTEPNETTAAVENUE/ PALM TERRACE LOT 15SFRDETACHEDFEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE- DIST SCHED------RATE UNITS TYPE ROADS- ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS - COLLECTORS NIA FIREnRESCUEmily HoN Ang 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHQOLSCO -WIDE ORD PARKS SSingleFamily Housing 51000.00 LAW ENFORCE N/A DRAINAGE N/A STATEMENT 1. 000 dwl unit 705.00 1. 000 dwl unit 00 00 1. 000 dwl unit 54.00 1. 000 dwl unit 5,000.00 00 00 AMOUNT DUE 5,759.00 RECEIVED BY: C_41Vl „eVSIGNATURE: v r/ J PLASE PRINT NAME) DATE; Z y y/ 7 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE NOTIFY OWNER AND ENSURE TIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1- BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT T41S IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. TH& REQUEST FOR REVIEW MUST MEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROM THEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT1101EAST FIRST STREET SANFORD, FL 32771 PAYMENT THE COUNTY UNTYOBBUILDINGBE YCHECKPERMIT NNUMBEREATOTHERIOFNLEFTOOFDTHISESTATEMENT. ISSUEDSWITHINN60 CALENDAR DAYS OVALTD EIRECEIVINGISIGNATTUURE DATEOABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. AID CK. N0.AN DATE THIS INSTRUMjNT PJt PARED B Name: m inn / NOTICE OF COMMENCEMENT State of Florida GRIM' 11ALOYY SEMINOLE COUNTY Ci-f Itit OF CIRCUIT COURT & COMPTROLLER CLERKS T 2017102491 RECORDED 10/11/2+117 03:27:02 Fil RP'*0RDING FEES $10.00 RECORDED BY ndevora_ County of Seminole CA // nn Permit Number: Parcel ID Number: I110 ^GYM 3 0 a '" QJ f7 ' ( 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. DESCRIPT-10N OF PROPR ITY: (Legal desctlption of the amDerblrand street address if available) er GENERAL DESCRIPTION OF OWNER Address: Fee Simple Title Holder (if other than owner) Name: f a Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates To receive a copy of the Lienor•s Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I decla the have read the foregoing and that the facts stated in It are true to thZbes .of ry r knowledg Own ig re Owners P M Name FI tatute 713.13(1 xg): • The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stood.' State of County of The foregoing Instrument was acknowledged before me this IL Lvay of by > G P_ r i 2 Anith U 1-A 1.1 A-.D ri E- ( Who is personally known to me ` t Name of person making stet ment OR who has produced Identification type of Identification produced: ANNETTE BLAND yf Notary Public . State of Florida Commission N GG 060623 My Comm. Expires Jan 18, 2018 Johnson, JoAnn From: Johnson, JoAnn Sent: Monday, December 18, 2017 11:13 AM To: heathrowconstructionl@gmail.com' Subject: 2539 & 2535 Poinsetta Ave - needed items for issuance Good morning, The two permit have been processed, however the following items are needed for issuance: 1. A driveway permit that can be sent to Mike Cash in Planning & Development Services. Contact Mike.cash@sanfordfl.eov 2. A recorded notice of commencement 3. A Road Impact Statement from Seminole County Road Impact fee division. Contact Riley, Sandra SRilev@seminolecountvfl.gov Thank you. JoAnn M. Johnson Permitting & Licensing Coordinator Building & Fire Prevention Division City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 Phone: 407.688.5057 Fax: 407.688.5152 Joann. j ohnsonQsanfordfl.gov www.sanfordfl.gov Out of Office Dates: k61t .. rv%at... 16ot Itll,lkc! Application for Paved Driveway, Sidewalk or Walkway Including Ri ht-of-WaS AA.- RD9Li;anW; wwvv.sa"ro' d".ep1 Department of Planning 8 Development Services , DEC [ 8 ZQV 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 , Ilk] City's regulationsandtheattachedconstructionplansapprovedaspartofthispermit. The permit is required for driveway or 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 VA 6 size and location of the existing right-of-way and use shall be provided or application could be delayed. calltetaryarae 1. Project Location/ Address: al ) a '1 `" I Y6 SYJ0G` 1, 1 v NJ OL VPJr( 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date / /4mt'( Completion Date S4. Brief Description of Work, r tr Q < At f' This application is submitted by. Properly Owner. Signature: Address. Phone: 4 7 . O-V O c. Print Name: t4_ 4 Fax: D7 3. 11-1 2 Email: Q Maintenance Responsibilities/Indemnification Emergency Repairs The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/ improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, 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 Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councllpersons, agents, servants, cr employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out *for connected with the use of the City's right-of-way. I have read and Signature: Pre -pour Inspection by: thefibove statement and by signing this application I agree to its terms. Date: t2/ 2 rl/ This permit shall be posted on the site during construction. Please call 407. 688.6080 24 hours In advance to schedule a pre -pour Inspection. Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Utilities Approved: Engineering VV\ J Ja __2v Site Inspected by: Date: Date: Date: Z> 3 - 7,01 Date: Special Permit Conditions: November 2015 ROW Use Driveway.pdf T1al,,.NiAJ1 /56o CITY OF SANFORD BUILDING & FIRE PREVENTION 1 2017 PERMIT APPLICATION n _ a qq 3l `Application No: Documented Construction Value: S A ("10150.60 Job Address: o S Toro S.*la 3a 7 71 Historic District: Yes ElNo El Parcel ID: Q 6 - 0?0-.3 SE),;? - QgO 0 - Q jsd Residential [r_ Commercial Type of Work: New Addition Alteration Repair Demo Change o Use Move Descri Ption of Work:! nn Q Si / 27Z M c 0 or o w e Plan Review Contact Person: r , /n (Yl /' l Title: V. P < Je r4 Phone: _40-7 Sd q(- q 3 to 1 Fax: 70 r% 3- "i Q,2Email: 4fflgd- ednw Property Owner Information Name u ei , J/ rPhone: Street: y T a d I /1CrK ee,,, Resident of property?: City, State Zip: Gt / ar 3a :6 Contrac r Information / Name r 41 Phone: A 07' Street: OVY1 Ak& 7,pQCFax: •Ld%' 3 3f' f7 7tc City, State Zip: 4Q fe- Mary 9 3a 7116 State License No.: C /S-1 0 ? 3 I Architect/Engineer Information ' J Name: f Gl1 e. 6PIo0i1 Phone: 7d 7 a2 7e - , 6 (o . Street: .' 1 S A T c3Tye uni 1 7 i Fax: City, St, Zip: tRnto,- 6( V 3 A 7- E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 3 45, Permit Application 7 :3 per, 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 be done in compliance with all applicable laws regulating constru ion an( Signat of Owner/Agent // Date S,gnatureof tract / gt M.4Toe A' ent's Npme Print Signature ofof Notary -State of Florida Date {; PJ\0 0S My Comm. Expires a Mar. 3, 2019 Comm. P FF 205304 Name of Notary -State of Florida that all work will m/n/11 U /_ / % `p`'0tpuur.O t Qj"/, u Date ,``QP.\iTARM0?' My Comm. Expires a Mar. 3, 2019 Comm. 9 FF 205304 Owner/Agent is Personally Known tpp Me 4r C ntr&tor/Agent is Personally Known'tl" . dIBVI, 4 Produced ID I%- Type of ID Fla n-dcN %,S' AUBL\G ced 1D Type of ID r, '- OF f\,0i `` BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical© Mechanical® Plumbing© Gas[] Roof Construction Type: Vp.S Occupancy Use: Flood Zone: ScZ i Total Sq Ft of Bldg:_ Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps 1 ar0 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [2 # of Heads APPROVALS: ZONING: I9-17 UTILITIES: ENGINEERING: 1l-loaZ FIRE: COMMENTS: 5 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F t2.- i-kLQ Per administrative letter dated May 23, 2017 returning lots to the original platted lots of record, ok toconstructsinglefamilystructureasshownonplan. Per Schedule J, at least one (1) tree shall be located — in the required front yard. Revised: June 30, 2015 Permit Application LA t 1.4 (--ki CITY OF SANFORD BUILDING & FIRE PREVENTION D 1 2017 PERMIT APPLICnATION A Application No: j vl Documented Construction Value: S /019,60t) yi rd Ft Job Address: o?.s 7"o in SLtIC H u z 3a 7 Historic District: Yes No Parcel ID: Q 6 - aD-,31 j7f7,;? - OS-0 0 - Residential 1 r Commercial ElTypeofWork: New Addition Alteration Repair Demo Change7o.IUse Move Description of Work: / 11 12h { GL 1t /2 M r cp Plan Review Contact Pn lVtO Person: Anq ov P t4lTitle: V. t J4,1f Phone: 40-7 hSdq- '73toiFax: y1 33/- 419f2 Email: rot, <orlSf rw i.0'A Property Owner Information Name. U eK a - Phone: Torl `l 97VD Street: Resident of property? City,. StateZip: li Marv:3o2% ,6 Contra c •r'Information T1ame `, v U' hl Phone: 2 ( a Street: r L/ / QC Fax: ' 31 City, State Zip: Lfe_ Mary H 3d 714 State License No.: r is-/ 0 Name: Street: . City, St, Zip: Nz,aJ1ty/(Y ( 3A%-11 Bonding Company: Address: nformation '' JJ Phone: 7d 7 9 7e — .S G & Z t 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: 501 Edition (2014) Florida Building Code ebns Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 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 be done in compliance with all applicable laws regulating constru ion an( Signet of Owner/Agent Date Signatureofyact / g JA4T11 '/ Dn > /i I ent's N e Print Cc Signature of Notary - State of Florida Date tui aP oTARy 9, My Comm. Expires Mar.3,1019 Comm. tt FF 205304 Owner/Agent is Personally Known tpp Me 4 Produced 1D t% Type of ID _Fla ntita dlr i Vler5 t •bkr-,%e Name of Notary - State of Florida r/Agent is Personally ID Type of ID _ BELOW IS FOR OFFICE USE ONLY that all work will iv/i//I, 7 OS Date ``poTARyq' L'; My Comm. Expires y Mar. 3, 2019 Comm.0 FF 205304 nown tA rUBLtG OFF O.. V I.ti` ye Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 — - - Permit Application a I r q—pit City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Anthony Matonti Firm: Heathrow Construction Corp. Address: 484 Picktair Terrace City: Lake Mary State: FL Zip Code: 32746 Phone: 407.509.9361 Fax: Email: heathrowconstructionl@gmail.com Property Address: 2535 Poinsetta Avenue Property Owner: Eugene Matinti Parcel identification Number:06-20-31-502-0500-0150 Phone Number: 407.509.9740 Email: The reason for the flood plain determination is: FE-1 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) O -P CIAL USE LY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 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 'A', the best available information used to determine the base flood elevation is: BP# 17-2993 Reviewed by: Michael Cash, CFM Date: November 16, 2017 E'r\9 Revision V Response to Comments At Permit # 1`1 - Zq R3 Project Address: h 5 3 5 Ta City of Sanford NOV 1 5 2017 Building & Fire Prevention DivisionilPh. 407.688.5150 Fax: 407.688.5152 BY — AEmail: building@sanfordfl.gov Submittal Date 106 ZI -1 Contact: Ph: " _ 3 l0 Fax: Email: f ` '-C-tlnrs'x,C°n S r jam. A Or) M Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department General description of revision: ROUTING INFORMATION Approvals Utilities Waste Water Planning 1A Engineering Fire Prevention 11 Building SCPA Parcel View: 06-20-3 l-502-0500-0150 Page l of 2 CpTV Property Record Card 0A Parcel: 06-2431-502-0500-0150 Owner. MATONTI EUGENE A av+outmxrv,nnr ax Property Address: POINSETTA AVE SANFORD, FL 32773 Parcel Information Value Summary Parcel 06.2431-502.0500.0150 Owner MATONTI EUGENE A Property Address POINSETTA AVE SANFORD, FL 32773 Mailing 484 PICKFAIR TER LAKE MARY, FL 32746 Subdivision Name Tax District S1-SANFORD DOR Use Code 04VACANT RESIDENTIAL Exemptions Legal Description LOTS 15 BLK 5 PALM TERRACE PB4PG82d83 Taxes 2017 Working Values 2016 Ceriined Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 9,870 0 Land Value Ag 0 Just/Market Value " 9,870 0 Portability Adj 0 Save Our Homes Adj O 0 Amendment 1 Adj O 0 P&G Adj ISO 0 Assessed Value 1$9.870 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount s0.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice HCID Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 9,870 O 9.870 Schools 9,570 s0 9.870 City Sanford 9,870 O 9,870 SJWM(Saint Johns Water Management) 9.870 0 9,670 County Bonds 9,870 s0 9,870 Sales Description Date Book Page Amount Oualined Vac/Imp No Sales No Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT d DEPTH 50.001 126.00 0 210.001 9,870 Building Information 1 Permits Permit 0 Description Agency Amount CO Date Permit Date http://parceidetaii.scpafl.org/Parce]DetailInfo.aspx?PID=06203150205000150 10/11/2017 REQUIRED INSPECTION SEQUENCE Rpa -1- 244 3 B'UiLD w; PERmT - - mm max IIn9 ection IIDescra don Footer / Setback Stemwall Foundation / Form Board.Surve Slab / Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing — Walls- 00 Sheathing— Roof Roof Dry In 70 Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar ZQ Finai 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 Sin le Family Residence. Final Building Other Addmss: 25-3-5' E.EGTit1CAL I!°E[EMIT ' bun max. IIns ection Description Electric Underground Footer / SIab Steel Bond 20 Electric Rough T.U.G. Z30 Pre -Power Final Electric Final l e r CAL.PEi-ie p ban MSK IIns ecdon Description l O Mechanical Rough Mechanical Final li9[an M[a rus ecdon IIDescri Lion Gas Underground Gas Rough Gas Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0517210 Builder Name: Heathrow Construction Street: 2535 Poinsetta Ave Permit Office: City of Sanford Ci State, Zi : Sanford , FL , 32711p Permit Number: _ Asl 7 2 9 U'A" 9 3DesignOwner: Jurisdiction: Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1449.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1337.80 ft' b. Frame - Wood, Adjacent R=13.0 112.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1291.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1291.00 ft' 6. Conditioned floor area above grade (ft) 1291 b. N/A R= ft' Conditioned floor area below grade 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(180.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 225 a. U-Factor. Dbl, U=0.65 180.00 ft' SHGC: SHGC=0.35 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems 8. Floor Types (1291.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1291.00 ft' b. Conservation features EF: 0.970 b. N/A R= ft' None c. N/A R= ft' 15. Credits None Glass/Floor Area: 0.139 Total Proposed Modified Loads: 44.65 PASSTotalBaselineLoads: 45.04 1 hereby certify that the plans and specifications covered by Review of the plans and 1UE STgT this calculation are in compliance with the Florida Energy specifications covered by this OQ Code. 0 / _ „ calculation indicates compliance with the Florida Energy Code. S' GIu,"',,•-/', J/`/ PREPARED BY: Before construction is completed paDATE: 05-19-17 this building will be inspected for V > compliance with Section 553.908 a , I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD y.tgJ OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: /2'/a f 7v Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report In accordance with R402.4.1.2. 5/19/2017 9:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: R0517210 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1291 Lot # Owner: Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Heathrow Construction Rotate Angle: 0 Street: 2535 Poinsetta Ave Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford, Family Type: Single-family FL, 32711 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1291 12006.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Master Bath 68 632.4 No 0 1 Yes Yes Yes 2 Master Suite 198 1841.4 No 2 1 1 Yes Yes Yes 3 Mwic 48 446.4 No 0 1 Yes Yes Yes 4 Bedroom2 180 1674 No 1 1 1 Yes Yes Yes 5 Bedroom3 146 1357.8 No 1 1 1 Yes Yes Yes 6 Bath 64 595.2 No 0 1 Yes Yes Yes 7 Laundry 43 399.9 No 0 1 Yes Yes Yes 8 Kitchen Nook 230 2139 Yes 0 1 Yes Yes Yes 9 Living Rm 222 2064.6 No 0 1 Yes Yes Yes 10 Hall 92 855.6 No 0 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Master Bath 17.3 ft 0 68 ft' 0 0 1 2 Slab -On -Grade Edge Insulatio Master Suite 28.3 ft 0 198 ft' 0 0 1 3 Slab -On -Grade Edge Insulatio Mwic 5.3 ft 0 48 ft° 0 0 1 4 Slab -On -Grade Edge Insulatio Bedroom2 14.7 ft 0 180 ft' 0 0 1 5 Slab -On -Grade Edge Insulatio Bedroom3 13.7 ft 0 146 ft° 0 0 1 6 Slab -On -Grade Edge Insulatio Bath 8.3 ft 0 64 ft° 0 0 1 7 Slab -On -Grade Edge Insulatio Laundry 5.7 ft 0 43 ft' 0 0 1 5/19/2017 9:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Slab -On -Grade Edge Insulatio Kitchen Nook 19.7 ft 0 230 ft' 0 0 1 9 Slab On -Grade Edge Insulatio Living Rm 30.3 ft 0 222 ft' 0 0 1 10SIab-On-Grade Edge Insulatio Hall 1 ft 0 92 ft' 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1444 ft' 0 ft' Medium 0.65 No 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1291 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Master Bath 30 Blown 68 ft' 0.1 Wood 2 Under Attic (Vented) Master Suite 30 Blown 198 ft' 0.1 Wood 3 Under Attic (Vented) Mwic 30 Blown 48 ft' 0.1 Wood 4 Under Attic (Vented) Bedroom2 30 Blown 180 ft' 0.1 Wood 5 Under Attic (Vented) Bedroom3 30 Blown 146 its 0.1 Wood 6 Under Attic (Vented) Bath 30 Blown 64 ft' 0.1 Wood 7 Under Attic (Vented) Laundry 30 Blown 43 ft' 0.1 Wood 8 Under Attic (Vented) Kitchen Nook 30 Blown 230 ft' 0.1 Wood 9 Under Attic (Vented) Living Rm 30 Blown 222 ft' 0.1 Wood 10 Under Attic (Vented) Hall 30 Blown 92 ft' 0.1 Wood WALLS Adjacent Space Cavity Width 10 Wall lype1 Height Sheathing Framing Solar Below N Exterior Concrete Block - Ext InsMaster Bath 4 6 0 9 4 56.0 ft' 0 0 0.3 0 2 E Exterior Concrete Block - Ext InsMaster Bath 4 11 4 9 4 105.8 ft' 0 0 0.3 0 3 E Exterior Concrete Block - Ext InsUaster Suite 4 12 8 9 4 118.2 ft' 0 0 0.3 0 4 S Exterior Concrete Block - Ext InsYaster Suite 4 15 8 9 4 146.2 ft' 0 0 0.3 0 5 S Exterior Concrete Block - Ext Insul Mwic 4 5 4 9 4 49.8 ft' 0 0 0.3 0 6 S Exterior Concrete Block - Ext InsUBedroom2 4 14 8 9 4 136.9 ft' 0 0 0.3 0 7 N Exterior Concrete Block - Ext InsUBedroom3 4 13 8 9 4 127.6 ft' 0 0 0.3 0 8 N Exterior Concrete Block - Ext Insul Bath 4 8 4 9 4 77.8 ft' 0 0 0.3 0 9 N Exterior Concrete Block - Ext Insul Laundry 4 5 8 9 4 52.9 ft' 0 0 0.3 0 10 N Exterior Concrete Block - Ext InKitchen Nook 4 19 8 9 4 183.6 it' 0 0 03 0 11 S Exterior Concrete Block - Ext InsuLiving Rm 4 18 4 9 4 171.1 ft' 0 0 0.3 0 12 W Exterior Concrete Block - Ext InsuLiving Rm 4 12 0 9 4 112.0 ft' 0 0 0.3 0 5/19/2017 9:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 13 W Garage Frame - Wood Kitchen Nook 13 12 9 4 112.0 ft° 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Living Rm None 35 3 8 24 ft' 2 W Insulated Kitchen Nook None 35 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 TIM Low-E Double Yes 0.65 0.35 6.0 fl' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 2 E 3 TIM Low-E Double Yes 0.65 0.35 18.0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 3 S 4 TIM Low-E Double Yes 0.65 0.35 18.0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 4 S 6 TIM Low E Double Yes 0.65 0.35 18.0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 5 N 7 TIM Low-E Double Yes 0.65 0.35 18.0 ft° 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 6 N 8 TIM Low-E Double Yes 0.65 0.35 6.0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 7 N 9 TIM Low-E Double Yes 0.65 0.35 12.0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 8 N 10 TIM Low-E Double Yes 0.65 0.35 24.0 ft° 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 9 S 11 TIM Low-E Double Yes 0.65 0.35 48.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 10 W 12 TIM Low-E Double Yes 0.65 0.35 12.0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 354 ft° 384 ft° 64 ft 8 ft 1 INFILTRATION Scope Method SIA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 1400.7 76.9 144.62 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 28.6 kBtu/hr 953 cfm 0.73 1 sys#1 5/19/2017 9:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None fix DUCTS Supply — Return— Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 225 ft' Attic 150 ft° Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling Ian Venting Jan Feb M:r Feb kiMar w Apr y n May n Jun n Jul AugnAug Sepri Oct Oct Nov Nov Dec Sep X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/19/2017 9:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 0 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 2535 Poinsetta Ave, Sanford, FL, 32711 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1337.80 ft' b. Frame - Wood, Adjacent R=13.0 112.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1291.00 ft' 6. Conditioned floor area (ft) 1291 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.65 180.00 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage R ft' 6 225 SHGC: SHGC=0.35 b. U-Faclor: N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 28.6 SEER:14.00 SHGC: d. U-Factor: N/A fta SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.6 HSPF:8.20 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1291.00 ft' a. Electric Cap: 40 gallons EF: 0.97 b. N/A R= fl' c. N/A R= fta b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction 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: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/19/2017 9:06 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 IfCITY OF S.,&NFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT Bl=+ 11•-1993 Application No: APPLICATION Documented Construction Value: S 18,000.00 Job Address: 2535 Poinsetta Avenue, Sanford 32771 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical Installation for new residential single family home Plan Review Contact Person: Timothy Knopp Title: Phone:407-709-2113 Fax: Email:tb.knopp@peckelectric.net Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Contractor Information Name Donald K Peck/Peck Electric Inc. Phone: 407-509-7930 Street: 4205 Greenfern Drive Fax: City, State Zip: Orlando, FL 32810 State License No.: EC 13003084 Name: Street: Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all woi t will be performed to meet standards or all laws regulating construction in this jurisdiction. 1 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 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 rcvicw fec 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 pcn»it 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 pate Print Owner/Agent's Tarns Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID r rre gnatuofContractor/A W DateMu TI lt 1G k l' Print C recto /Agen 's ' 0 . Signature of Notary -State of MoirDate ROSA L FRAZIER i * MY COMMISSION t FF 191311 EXPIRES: Marts 12, 2019 and Bonee0Ttw8tdpelNmrySerrltn Contractor/Agent is Z"'Pcrsonally Known to Me or Produced ID Type of 1 D BELOW IS FOR OFFICE USE ONLY 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: Ycs No # of Heads Fire Alarm Permit: Ycs No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1, 2018 Permit Application LIN TED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 21 a-o a 1 hereby name and appoint: 7i•xe rHY f jq PF an agent of. PEGC C- t:A; C' • Nmne of calnp=y) to be my lawful attomev-in-fact to act for me to apply for. receipt for, sign for and do all things necessan• to this appointment for (check only one option): The specific permit and application for %vork located at: a S S Av .se*'X Ave. Sc".•fe" IFL 347 7/ sumo ;%ddr,) Expiration Date for This Limited Power of Attornev: License Holder Name: Pon/At n PE,.K State License Number: EG t.30o Sot! Z Signature of License Holder. 141wxlle/ STATE OF FLORIDA COUNTY OF 01,v/ The foregoing ins rument as acknowledged before me this C? day of a,.o1, . 21[0.L5 , by A,07to Pee, %vho is o personally known to me or o who has produced as identification and who did (did not) take yr6ath.i/// Nolan• Seal) 01 "1 °'"1''• ERIC ULLRICH S Notary Public • Slate of Florlda Commission # FF 210185 o: .,,, My Comm. Expltes Apt 25, 2019 Rcv. 03.12) Print or type name Notary Public -State of Commission No. FF2io, d'6 My Commission Expires: z- ,4 PROJECT NAME: ,,gl 5 3 5' PG'/ 2% f 77 /`/ V L DATE Z 7 PROJECT LOCATION: ,54 " I PROJECT NO.: / ?,' / S Z FIELD CONTACT: ARRIVAL TIME: CLIENT: f1l iQi1<L'"i C Gw i G 770 DEPARTURETIME: MATERIAL `d u I S L' P TESTED: COMPACTION _ REQUIREMENTS: 9J % MODIFIED STANDARD Location of Test Lab. Comp.Nuclear Drive Sleeve Wet Density Moisture Content Dry Density o Com- paction Relative Test ElevationOMCPCFDensity Count Moisture Count Total Wet Wt. Wet Weight U A: Pu7jff- I vi,"c ,Qp F Ifo.3 f. S loll. W 11 V IrP&71 g I /p .L/ 1o1.4 qi ;-e S • 1= uT Z w• I 01. DENSITY STANDARD COUNT: COMMENTS: _ MOISTURE STANDARD COUNT: SLEEVE CONSTANT: SLEEVE WEIGHT: A TECHNICIAN: FIELD IN -PLACE DENSITY REPORT RECORD COPIES To: r2 h - /-0 0 BECHTOL ENGINEERINGMq AND TESTING, Inc. CONSULTING GEOTECHNICAL, ENVIRONMENTAL. AND MATERIALS TESTING ENGINEERS RECEIVED BY: 605 West New York Ave., Ste. A • DeLand, FL 32720.5243 386) 734.8444 • FAX (386) 734-8541 K. BOUD'ARY SURVEY DESCRIPTION: LOTS 15, BLOCK 5, PALM TERRACE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK' 4, PAGES 82 THROUGH 83, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. o 0° ti RECOVERED 1/2-IRON ROD LB 3154' 3 N C c M uo 0 z RECOVERED 1/2' IRON R( 40.00, ANCHOR 0 9 40.00' UTILITY POLE c i RECOVERED 8' % 5- CONCRETE MONUMENT LOT 13 N89'41'34"E 1 FORM BOARD 19.33' LOT 14 FOUNDATION F.F.E. = 50.68 54.00' N89'41'34"E 126. y- — RECOVERED 1' IRON PIPE O O I E 25TH PLACE NOTES: BEARINGS BASED ON THE EAST RIGHT OF WAY LINE OF POINSETTA AVENUE AS BEING N00-34'24"W. NO UNDERGROUND UTILITIES, UNDERGROUND FOUNDATION, OR UNDERGROUND SIGN POST WERE LOCATED. ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK GPS0134" ELEVATION = 44.94 NAVD 1988 DATUM. rES R. SHANNON JR., P`L-3A4671 VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED OF A FLORIDA LICENSED SURVEYOR AND MAPPER I LOT 28 N RECOVERED 5/S' IRON ROD N 00 M G LOT 29ON 0 z TGOVERED SOD NAIL I LOT 30 RECOVERED 3/8-IRON ROD SHANNON SURVEYING, INC. 499 NORTH S.R. 434 - SUITE 2045 ALTAMONTE SPRINGS, FLORIDA, 32714 407) 774-8372 LB # 6898 DATE OF SURVEY: 11/03/2017 FIELD BY: WJ-TY SCALE: 1' 30' FILE NUMBER: PB4—PG82—BLK5—LOT14 FOUNDATION a696 T17- 2r"i 3 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 691500 Permit It 17-2993 Job Information Builder: Heathrow Construction Community: Lot: NA Address: 2535 Poinsetta Ave City: Sanford State: FL Zip: 32711 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ER) Method 0 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 1 and 2. 0 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 -sec iori ACH50. ACH( 50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): 7.000 664 x 60 + 12006 = 3.32 Method for calculating building volume: CFM( 50) Building Volume ACH(50) 0 Retrieved from architectural plans VPASS 0 Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated must be verified by building department. R402A. 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), Flodda 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 dosed, 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 dosed, 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 dosed and sealed. S. Heating and cooling systems, if installed at the time of the test, shall be turned off. S. Supply and return registers, if installed at the time of the teat, shall be fully open. Testing Company Company Name: E-Calcs Plus, Inc. Phone: 239.810.6106 1 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. rR, Signature of Tester. 51-= Date of Test: November 9, 2018 Printed Name of Tester. Eric Struble License/ Cenification #: HERS Rater ID# 0757810 Issuing Authority: RESNET / FSEC 11/ 9/2018 9:27:26 AM EnergyGauge6l USA 6.0.02 (Rev. 1) - RaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: R0517210 wrightsofte Date: 05-19-17 Entire House By: JND RECORD CO, )' For: Project Information 2535 Poinsetta Ave, Sanford, FL 32711 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 20866 Btuh Outdoor design WB: 75.2°F Latent gain: 4049 Btuh Indoor design DB: 75.0°F Total gain: 24915 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier or Eqv Model: CH14NB0300000A+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 20878 Btuh 100% of load Latent capacity: 7722 Btuh 191% of load Total capacity: 28600 Btuh 115% of load SHR: 73% Entering coil DB: 78.5°F Entering coil WB: 64.0°F v\VDINC SAt; -0¢D 2995 Heating Equipment Design Conditions I Outdoor design DB: 40.9°F Heat loss: 20274 Btuh Indoor design DB: 70.0°F Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier or Eqv Model: CH14NB0300000A+FB4CNP030L Actual airflow: 0 cfm Output capacity: 28600 Btuh 141% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 0 cfm Output capacity: 8.0 kW 135% of load Temp. rise: 26 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 70.0°F Capacity balance: 31 OF Economic balance: -99 OF 2017-May-19 09.09,43wrightsoft• Right -suite® Universal 2017 17.0.10 RSU07440 Pape 1 ACCA ... File%R0517209. 2539 Poinsetta Pue%R0517209.rup Calc = MJ9 House Front faces W wrightsoft• Project Summary Entire House For: Project Information 2535 Poinsetta Ave, Sanford, FL 32711 Job: R0517210 Date: 05-19-17 By: JND Notes: Load Calculation was obtained from an electronic copy of drawing. Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 16847 Btuh Ducts 1904 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 18751 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cool in Area (W) 1291 1291 Volume (ft3) 12006 12006 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 90 46 Heating Equipment Summary Make Carrier or Eqv Trade Split HP Model CH14NBO300000A AH R I ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 31 OF 8.2 HSPF 286000 Btuh @ 47°F O 0 cfm 0 cfm/Btuh 0.50 in H2O Backup: Aux Heat Input = 8 kW, Output = 27297 Btuh, 100 AFUE Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 14303 Btuh Ducts 5744 Btuh Central vend (0 cfm) 0 Btuh Blower 819 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 20866 Btuh Latent Cooling Equipment Load Sizing Structure 3009 Btuh Ducts 1040 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4049 Btuh Equipment total load 24915 Btuh Req. total capacity at 0.73 SHR 2.4 ton Cooling Equipment Summary Make Carrier or Eqv Trade Split HP Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 20878 Btuh Latent cooling 7722 Btuh Total cooling 28600 Btuh Actual air flow 953 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-May-19 09:09:43wrighttsoft' Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1I .C.% ...File%R0517209 - 2539 Poinsetla Pue%R0517209 rup Calc = MJ8 House Front faces: W wrightsoftRight-J® Worksheet Entire House Job: R0517210 Date: 05-19-17 By: JND 1 Room name Entire House Master Bath 2 Exposed wall 143.3 ft 17.3 ft 3 Room height 9.3 ft d 9.3 ft heWcod 4 5 Room dimensions Room area 1291.0 ft' 11. 3 x 6.0 ft 68. 0 fl' Ty Construction U-value Or HTM Area (ftl) Load Area (ft) Load number StuWftk'F) Bt or perimeter (ft) St uh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross WP/S Heal Cod 6 13A-4ocs 0.143 n 4.16 7-04 495 430 1789 1221 56 50 207 141 4A5. 2ob 0.650 n 18 91 15.53 12 0 227 186 6 0 113 93 4AS- 2ob 65 0.0 n 18.91 15.53 12 0 227 185 0 0 0 0 4A5. 2ob 0650 n 18.91 15.53 18 0 340 279 0 0 0 0 11 4A5.2ob 0.650 n 18.91 15.53 24 0 454 373 0 0 0 0 Vp/ 6 13A• 4ocs 0.143 a 4.16 284 223 205 854 582 105 105 439 299 4A5. 2ob 0.650 a 18.91 34.84 18 2 340 627 0 0 0 0 13A- 4= 0.143 s 4.16 2.84 502 418 1740 1187 0 0 0 0 4A5. 2ob 0.650 s 18.91 15.53 36 36 681 559 0 0 0 0 4A5. 2obd 0.650 s 18.91 15.07 48 39 908 762 0 0 0 0 1qJ F- CD 13A- 400s 4A5. 2ob 0. 143 0. 650 w w 4. 16 18. 91 2. 84 34 84 112 12 76 1 315 227 215 418 0 0 0 0 0 0 0 0 11N0 0.350 w 10.18 10.87 24 24 244 251 0 0 0 0 P 12C Osw 0.091 Z65 1.47 112 112 296 164 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 1291 1291 1202 2254 68 Be 63 119 F 22Atpl 0.969 25.78 0.00 1291 143 4125 0 88 17 499 0 6 c) AED excursion 0 0 Envelope loss/gain 13971 9274 1321 652 12 a) infiltration 2B77 909 348 110 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 4 920 0 0 Appliances/ other 3200 0 Subtotal pines 6 to 13) 16547 14303 1669 762 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16547 14303 1669 762 15 Dud loads 1 11% 40% 1904 5744 11% 40% 189 306 Total room load 18751 20047 1858 1069 Air required (dm) 0 953 1 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofC 2017-May09:age I Right -Suite® Universal 2017 17.0.10 RSU07440 papa File\R0517209 - 2539 Poinsette Ave%R0517209.rup Calc = MJ8 House Front faces: W wrightsofr Right-J® Worksheet Entire House Job: R0517210 Date: 05-19-17 By: JND 1 Room name Master Suite Mmc 2 Exposed wall 28.3 It 53 It 3 Room height 9.3 ft heat/cool 9.3 it heal/cool 4 5 Room dimensions Rom area 12.7 x 15.7 ft 198.4 ft' 9 0 x 5 3 ft 48.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft!) Load number BtuWft'-'F) BtulVft) or permeter (ft) Btuh) or perimeter (ft) Btuh) Hat Cod Gross WP/S Heat Cod Gross N/P/S Hat Cod 6 13A400s 0.143 n 4.16 Z84 0 0 0 0 0 0 0 0 4A5.2ob 4AS2ob 0.650 0.650 n n 18.91 18.91 15.53 15.53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS2ob 0.650 n 18.91 15.53 0 0 0 0 0 0 0 0 11 4ASZob 0 650 n 18.91 15.53 0 0 0 0 0 0 0 0 gyp/ 13AAocs 0143 a 4.16 2.54 118 100 415 283 0 0 0 0 T-1 4A5-2ob 13A-4ocs 0.650 0.143 a s 18.91 4.16 34.84 2.84 18 146 2 128 340 531 627 362 0 50 0 50 0 206 0 141 0.650 s 18.91 15.53 18 18 340 279 0 0 0 024AS2ob4A5-2obd 0 650 s 16.91 1587 0 0 0 0 0 0 0 0 1q Gp 13A-4ocs 0.143 w 4.16 2.84 0 0 0 0 0 0 0 0 4AS2ob 0.650 w 16.91 34.84 0 0 0 0 0 0 0 0 11N0 0.350 w 10.18 10.87 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 C 168-30ad 0.032 093 1.75 198 193 185 346 48 48 45 84 F 22Aco 0.969 28.78 0.00 198 28 815 0 48 5 153 0 6 c) AED excursion 0 0 Envelope loss/gam 2628 1899 405 225 12 a) Infillretion 569 180 107 34 b) Room ventilation 0 0 0 0 13 1rdemal gains: Occupards 9 230 2 460 0 0 Applianoes/other 0 0 Subtotal pines 6 to 13) 3196 2539 512 258 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 3196 2539 512 255 15 Dual loads 1 11% 40% 361 1019 11% 40% 58 104 Total room load 3558 35MI 569 362 Air required (cfm) 0 169 0 17 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wtr hSsotlt' 2017-May-19 09:09:43J-- Right -Suite® Universal 2017 17.0.10 RSU07440 Page 2 File\R0517209 - 2539 Poinsetta !we\R0517209 rup Calc = MJ8 House Front faces: W wrightsofC Right-J® Worksheet Entire House Job: R0517210 Date: 05-19-17 By: JND 1 Room name Bedroom2 Bedioom3 2 Exposed well 14.7 ft 13.7 It 3 Room height 9.3 It heat/cool 9.3 ft heat/cod 4 5 Room dimensions Room area 1.0 x 180 3 ft 180.3 it' 1.0 x 146.3 ft 146.3 il' Ty Constriction U-value Or HTM Area (1111) Load Area (113) Load numberI BtulVf l--'F) Bttn tj) or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A4ocs 0.143 n 4.16 Z.84 0 0 0 0 IV109 454 310 4A5.20b 0.650 n 18.91 15.53 0 0 0 0 0 0 0 0 4A5.2ob 0650 n 18.91 1&53 0 0 0 0 0 0 0 0 4A5.20b 0.650 n 1891 15.53 0 0 0 0 18 0 340 279 11 4A5-20b 0.650 n 18.91 15.53 0 0 0 0 0 0 0 0 tq 13A-40cs 0.143 e 416 284 0 0 0 0 0 0 0 0 T-C 4A5.2ob 0.650 a 18.91 34 64 0 0 0 0 0 0 0 0 1qJ LAG 13A-40cs 0.143 s 4.16 284 136 118 493 336 0 0 0 0 4AS2ob 0.650 s 18.91 15.53 18 18 340 Z79 0 0 0 0 4AS2obd 0.650 s 18.91 1587 0 0 0 0 0 0 0 0 1q1 L-Cp 13A4ocs 4A5.2ob 0.143 0.650 w w 4.16 18.91 Z84 34.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11N0 0.350 w 10.18 10.67 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 Z65 1.47 0 0 0 0 0 0 0 0 C 18B-30ad 0.032 0.93 1.75 180 180 168 315 146 146 136 255 F 22Acpl 0.989 25.78 0.00 180 15 422 0 146 14 393 0 8 c) AED excursion 0 0 Envelope loss/gain 1423 930 1324 845 12 a) infiltration 294 93 Z74 87 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal Owes 6 to 13) 1718 1253 1598 1161 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1718 1253 1598 1161 15 Dud bads 11% 40% 194 503 11% 40% 181 466 Total room load 1912 1757 1779 1628 Air required (dm) 0 84 1 0 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. our I,ttsotF[' 2017-May-19 09:09:43 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 3 File\R0517209 - 2539 Pdnsetta Ave\R0517209.rup Calc = MJ8 House Front faces: W wrightsofir Right-JO Worksheet Entire House Job: R0517210 Date: 05-19-17 By: JND 1 Room name Bath Laundry 2 Exposed wall 8.3 ft 5.7 ft 3 Room height 9.3 ft heat/cool 9.3 ft hat/cool 4 5 Room dimensions Room area 7.7 x 8.3 ft 63 9 ft' 7.7 x 5.7 ft 43.4 ft' Ty Constriction U-value Or HTM Area (ft) Load Area (ft Load number Btult/ft'--'F) Btuwft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Hat Cod Gross WP/S Heat Cod 6 13A-40cs 0.143 n 4.16 2.84 78 72 298 203 53 41 169 116 4A5-2ob 0.650 n 18.91 15.53 6 0 113 93 0 0 0 0 4A5-20b 0.650 n 18.91 15.53 0 0 0 0 12 0 227 186 4AS-2ob 0.650 n 18.91 15.53 0 0 0 0 0 0 0 0 11 4A5.2ob 0.650 n 18.91 15.53 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 4.16 2.84 0 0 0 0 0 0 0 0 4A5.2ob 0.650 a 18.91 34 84 0 0 0 0 0 0 0 0 13A-4ocs 0.143 s 4.16 2.84 0 0 0 0 0 0 0 0 4A5.2ob 0.650 s 18.91 15 53 0 0 0 0 0 0 0 0 4A5-2obd 0.650 s 18.91 15.87 0 0 0 0 0 0 0 0 13AAocs 0.143 w 4.16 Z84 0 0 0 0 0 0 0 0 4A5.2ob 0.650 w 18.91 34.84 0 0 0 0 0 0 0 0 11NO 0.350 w 10.18 10.87 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 Z65 1.47 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 64 64 59 112 43 43 40 76 F 22A-0 0.989 28.78 0.00 64 8 240 0 43 6 163 0 8 c) AED excursion 0 0 Envelope loss/gain 710 408 600 376 12 a) Infiltration 167 53 114 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants a no 0 0 0 0 Appliances/ottter 0 500 Subtotal pines 6 to 13) 978 461 714 914 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 878 461 714 914 15 Duct bads 11% 40% 99 185 11% 40% 81 357 Total mom bad 977 645 794 1251 Air required (efm) 0 31 0 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaf - 2017-May-19 09: Ripht•Suite® Universal 2017 17.0 10 RSU07440 Papeage 44 File%RO517209 - 2539 Pornsetta Ave%R0517209 rup Cab - MJ8 House Front faces: W wrightsot V Right -AD Worksheet Entire House Job: R0517210 Date: 05-19-17 By: JND 1 Roan name Kitchen Nook Living Rm 2 Exposed wall 19.7 H 30.3 R 3 Roan height 9.3 it hwVcod 9.3 ft heat/cool 4 Roan dimensions 1.0 x 230.3 ft 12.0 x 18.3 ft 5 Room ales 230.3 ft' 220.0 ft' Ty construction U-value Or HTM Argo (ft) Load Area (ft) Load number BtuNf l--'F) at ft) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 13A-4ocs 0.143 n 4.16 Z84 183 159 661 451 0 0 0 0 4AS2ob 4A5-2ob 0.650 0.650 n n 18.91 18.91 15.53 15.53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 0.650 n 18.91 15.53 0 0 0 0 0 0 0 0 11 4AS2ob 0.6W n 18.91 15.53 24 0 454 373 0 0 0 0 1qJ G 13AAocs 0143 a 4.16 2.84 0 0 0 0 0 0 0 0 4A5-2ob 0.650 a 18.91 34.84 0 0 0 0 0 0 0 0 13A-4ocs 0.143 s 4.18 Z84 0 0 0 0 171 123 510 348 4AS2ob 0.650 s 18.91 15.53 0 0 0 0 0 0 0 0 4A5-2obd 0.650 s 18.91 15.87 0 0 0 0 48 39 908 762 13AAoc8 4A5-2ob 11N0 0.143 0.650 0.350 w w w 4.16 18.91 10.18 Z84 34.84 10.67 0 0 0 0 0 0 0 0 0 0 0 0 112 12 24 76 1 24 315 227 244 215 418 261 P 12C-0sw 0.091 Z65 1.47 112 112 296 164 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 230 230 214 402 220 220 205 384 F 2ZAtp1 0.989 25.78 0.00 230 20 566 0 220 30 873 0 6 c) AED excursion 0 0 Envelope loss/gain 2192 1390 3282 2367 12 a) Infiltration 395 125 W9 192 b) Roan ventilation 0 0 0 0 13 Ihternal gains: Occupants @ 230 0 0 0 0 Appliances/other 1800 900 Subtotal pines 6 to 13) 2507 3315 3890 3479 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2507 3315 W90 3479 15 Duct I it% 4096 292 1331 IN 4M 0 1397 Total roan load 2879 4646 1 4330 4876 Air required (cfm) 0 221 0 232 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr Fst[solrt' 2017-May-19 09:09:43A, Right-Suile® Universal 2017 17.0.10 RSU07440 Pape 5 File%R0517209. 2539 Poinsetta Ave%R0517209.rup Cale = MJ8 House Front faces: W wrightsotV Right-J® Worksheet Entire House Job: R0517210 Date: 05-19-17 By: JND 1 Room name Hall 2 Exposed wall 0 It 3 Room height 9.3 It heat/cod 4 5 Room dimensions Room area 1.0 x 92.2 it 92.2 ft' Ty Construclion U-value Or HTM Area (i11) Load Area Load number B1utV t'-'F) StulYit1) or perimeter (it) Stuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gloss N/P/S Head Cod 8 13A-40cs 0.143 n 4.16 2.84 0 0 0 0 4A5.2ob 0.650 n 18.91 15.53 0 0 0 0 4A5.2ob 0.6W n 18.91 15.53 0 0 0 0 4A5.2ob 0.650 n 18.91 15.53 0 0 0 0 11 4A5.2ob 0.650 n 18.91 15.53 0 0 0 0 tq 13A-4ocs 0.143 a 4.16 Z84 0 0 0 0 C 4A5.2Db 0.650 a 18.91 34.84 0 0 0 0 13AAocs 0.143 s 4.16 Z84 0 0 0 0 4A5.2Db 0.650 s 18.91 15.53 0 0 0 0 4A5.2Dbd 0.650 s 18.91 15.87 0 0 0 0 1p/ CD 13A-4009 0.143 w 4.16 Z84 0 0 0 0 4A5.20b 0.650 w 18.91 34.84 0 0 0 0 11N0 0.350 w 10.18 10.57 0 0 0 0 P 12C-0sw 0.091 Z65 1.47 0 0 0 0 C 168-30ad 0.032 0 93 1.75 92 92 86 161 F 22Acpl 0.989 28.78 0.00 92 0 0 0 6 c) AED excursion 0 Envelope loss/gain 86 161 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants ® 230 0 0 AppliarrAWather 0 Subtotal pines 6 to 13) 86 161 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 86 161 15 Dud loads 11% 40% 10 65 Total roan bad 96 226 Air required (cfm) 0 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. cur hitSOR• 2017-May-1909:09:43 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 6 File%RO517209 - 2539 Poinsetta Ave1R0517209.rup Calc - MJ8 House Front faces: W wrightsoffto Duct System Summary Entire House RFCORD COPY For: 2535 Poinsetta Ave, Sanford, FL 32711 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 0.18 in H2O 0.32 in H2O 0.246 / 0.074 in H2O 0.122 in/100ft 0 cfm Job: R0517210 Date: 05-19-17 By: JND Cooling 0.50 in H2O USANFORD0.18 in H2O 0.32 in H2O 0.246 / 0.074 in H2O 0.122 in/100ft g 9 3 953 cfm - 2 262 ft 953 1 Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath c 676 0 32 0.166 4.0 Ox 0 VIFx 37.8 110.0 st2 Bedroorn2 c 1819 0 86 0.173 6.0 Ox 0 VIFx 36.8 105.0 st2 Bedroom3 c 1650 0 78 0.127 6.0 Ox 0 VIFx 54.0 140.0 st3 Kitchen Nook c 2335 0 ill 0.241 7.0 Ox 0 VIFx 21.8 80.0 stl Kitchen Nook -A c 2335 0 111 0.239 7.0 Ox 0 VIFx 22.9 80.0 stl Laundry c 1301 0 62 0.165 6.0 Ox 0 VIFx 39.2 110.0 st2 Living Rm c 2441 0 116 0.241 7.0 Ox 0 VIFx 22.0 80.0 stl Living Rm-A c 2441 0 116 0.239 7.0 Ox 0 VIFx 22.7 80.0 stl Master Bath c 1069 0 51 0.124 5.0 Ox 0 VIFx 58.7 140.0 st3 Master suite c 1810 0 86 0.125 6.0 0x 0 VIFx 56.6 140.0 st3 Master Suite -A c 1810 0 86 0.127 6.0 Ox 0 VIFx 53.8 140.0 st3 Mwic c 362 0 17 0.122 4.0 Ox 0 VIFx 61.3 140.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 0 318 0.122 584 10.0 0 x 0 VinlFlx st2 st2 Peak AVF 0 499 0.122 635 12.0 0 x 0 VinlFlx stl stl Peak AVF 0 953 0.122 683 16.0 0 x 0 VinlFlx wrightSOW Right -Suite® Universal 2017 17.0.10 RSU07440 ACCK ..File\R0517210 - 2535 Panetta Fiore%R0517210.rup Calc - M.18 House Front faces W 2017-May-24 16:27 14 Pape 1 Return Branch Detail Table 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 0 953 61.0 0.122 683 16.0 Ox 0 VIFx 2017-May-24 16 27:14wrightSOWRight-Suitee Universal 2017 17.0.10 RSU07440 Pape 2 ACCK ... File%R0517210. 2535 Poinsella Ave\R0517210 rup Celc = MJ6 House Front feces• W CI'T1r OF SWORD FIRE DEPARTMENT Permit ## 1 7- 2 9 9 3 Project Location Address Building and Fire Prevention Division 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 Jeld Wen Design Pro FL# 13541.2 Swinging Jeld Wen Design Pro FL# 13541.1 Sliding Jeld Wen Premium Atlantic Vinyl FL# 12796.4 Sectional Automatic Other 2. Windows Single Hung Jeld Wen Premium Atlantic Vinyl FL# 14095.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Atlas Roofing FL# 16305.1 Underla ments Atlas Roofing FL# 16226 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 June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 ry > Li! W J ! 0 LLJ Q LL) U) E 1 0) O' er I w i0c Z a- Q I N 0 o.c Q V) Q) I— +' c I— 0 C Z T Q LLJ ILL) L- Z N V Z 0 LLJ 0 0 Z TQV- o Q r LLJ IZ N 0 n LLJ 0U) U) IY V) LLJ o f) -i--+ U) T` 0 Q a) ry J Q ALL WALLS SHOWN ARE BEARING THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. REL: 09-08-17) RECORD COPY 17 .299IS SHINGLE LOADING 139 mkHEEL phWIND t2 EXPOSg d 4- 3/16BRG. 23 OVERHANG Ind SQUARE CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERA71ONS FOR MECHANICAL EQUIPMENT AND/ OR PLUMBING (AND THEIR CONNECTIONS) W TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATON. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WICA 1- 1995 *DESIGN RESPONSIBRITEV. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBILITIES AND/OR UABRITY FOR THE CONSTRUCTION DESIGN. DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVEN11ONAL FRMUNG ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION. AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'GUIDE 10 GOOD PRACTICE FOR HANDLING, INSTALLING RESTRAINING k BRACING OF METAL PLATE CONNECTED MOOD - RLSSES RECOMMENDA-IONS' SCS. 2006) FOR FLRTER NFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSTON. WHERE NO SHEATIING IS APPLIED DIRECTLY TO TOP AND/ OR BOTTOM CHORDS. THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED VAT14 REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACLU - SPAN TRUSS CO. 407- 321-1440/386-872-5098/352-557-4901 LONGWOOD/ ORMOND BEACH/MASCOTTE Heathrow Construction JOB NAME 1695 Model 25351Poinsetto Ave. SCALE DATE DRAWN BY JOB NUMBER e- oB-T7 RTW 16602 n1'('OT*"k r...,- Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval N FI-1999 Page I of I Document ID: IW4J408-Z0325092G01 Truss Fabricator: Accu-Span Truss Conpany Job Identification: 1660241695 (Model -Heathrow Construction -- 2535 Poinsetta Truss Count: 29 ModelCodc: Florida Building Code 5th Edition (2014) Truss Criteria: TPI-2007(STD) Engineering Sofhvare: A I p i ne Software, Vers i on 15.01. Structural Engineer of Record: The identity of the structural FOR d i d not exist as of Address, the seal date per section 61C15-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - N/A Wind - 139 MPH ASCE 7-10 -Closed Notes. 1. Determ nation as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust notch the date shown on the individual truss conponent drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: MCUSR408 Details: 1401SEC1-GBLLETIN- 7--- Ref Description _ Drawing# Date 1 60263--A01 17268022 09/25/17 2 60264--A02 17268002 09/25/17 3 60265-403 17268004 09/25/17 ' 4 60266--A04 17268005 09/25/17 5 60267--A05 17268006 09/25/17 6 60268-406 17268001 09/25/17 7 60269--B01 17268023 09/25/17 8 60270--B02 17268010 09/25/17 9 60271--B03 17268018 09/25/17 10 60272--B04 17268021 09/25/17 11 60273--BO5 17268003 09/25/17 12 60274--001 17268014 09/25/17 13 60275--0O2 17268015 09/25/17 14 60276-401 17268019 09/25/17 15 60277-402 17268016 09/25/17 16 60278-403 17268008 09/25/17 . 17 60279-401 17268002 09/25/17 18 60280-401 17268003 09/25/17 19 60281-402 17268020 09/25/17 20 60282--EJ3 17268017 09/25/17 21 60283--EJ5 17268012 09/25/17 22 60284--EJ5A 17268026 09/25/17 23 60285--CJ1 17268011 09/25/17 24 60286--CJ1A 17268025 09/25/17 ' 25 60287--CJ3 17268009 09/26/17 26 60288--CJ3A 17268024 09/25/17 27 60289--HJ3 17268007 09/25/17 28 60290--HJ5 17268013 09/25/17 29 60291--HJ5A 17268001 09/25/17 This document has been electronically signed and tested using a Digital Signature. Printed copies vrahout an original signature must be verified using the original electronic version. 09/25/2017 Douglas Fleming Truss Design Engineer- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 VILD/NG' SANFORD 10ccpgRTM 1T_2995 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR 0 1, loouc-/louD model -neatnrow construction -- Zb3b Voinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x4 SP i1 Dense Webs 2x4 SP /3 Lt Stub Wedge 2x6 SP 112::Rt Stub Wedge 2x6 SP 02: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC a 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. 0-8-3 I, 327 - A01 ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 5.00 TC- From 28 plf at 5.00 to 28 plf at 19.00 TC- From 56 plf at 19.00 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 5.04 BC- From 10 plf at 5.04 to 10 plf at 12.00 BC- From 10 plf at 12.00 to 10 plf at 18 96 BC- From 20 plf at 18.96 to 20 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 208.80 lb Conc. Load at 5.04,18.96 TC- 123.42 lb Conc. Load at 7.09, 9.09,11.09,12.91 14.91,16.91 BC- 222.71 lb Conc. Load at 5.04,18.96 BC- 93.17 lb Conc. Load at 7.09, 9.09,11.09,12.91 14.91,16.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X8 = 2X4 III 5X8 0-8-3 1 9-4-0 3-2-3 LO 1 I, 5-0-0 _I 14-0-0 I 5-0-0 I ie 24-0-0 Over 2 Supports R=1801 U=568 W=8" w S I)r- 566 W=8" PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) • J SF • FT/RT=O% O% /O(0) 15 1. .06 .0 QT 1 L/-/5/-/-/R/- Scale=.25"/Ft. WARNINGI •• KaAID FftM ALL M"115 GN Tills ORA•INGI • • IMPORTANT•• fUI1111sN THIS GRu•ING TO ALL COORAVOItS INCLUDING THE INSTALLERS O• T ILL 20.0 PSF REF R4DB - - 6D263 Q D AN ITW COMMN`I 2400 uk Onna Dr, Smt 150 T ru. r.R•,r. ll-r e.r• ,. rwr,e.I,h• h.M I1,q..h,ppl••. ,h.t.Il,h• .•. Ar.e„q. R.r.r to .M I B:7 I I mlum .r ICSI IW ump Co.pon•nL S.C•ty I-r•At1m. .y T I .,l• •TCA3 I. .•r•Ly yr•ec,e••r • t• p•rfor•„q lM• fuKt, m. Ih.t•11.r. .hol l prow,.. to.por•ry .r•eln• p•r DES Ilh 1•.. rot•• •I Mr • oo Chor m-I I Mw Bl,"or By •IIAeh.p ALI-...I •h••thIM •M m[to. ehor..NI I - • proper By •tt.e • • h•. LoG•I,m..h..,, for p.r.•Mne I•t•r•I r«I .. or .....h.II how Ar.e,h• Ime•"•° per t&S • ATE IT sear,. u •T . RIG. A. •H,... ... Apply out•s to wen r•e. or tr oo pmrt,m •. Aho 1, •.••• onQo POO p..I. • •• IM •, I •:L. nL...•IM MMr.I.•. R.r.r L prr,np. ,.a.:..r .LM.r. p•.1I,m. , /Q .• A 1p „r. - .1v1 am .r I7• \„ I.." Co pmm . Gro-p 1•e. W I 1 roc .• r•.p•n.,.I• ror •Tyr ...1•tIm rrm I •• O • my r....r. I. 4.u• Ih. Irw. I• emror..ne• .11. AMI/T 1 I. .r ror 1uM l,M. M,pplp, •° • n.I.I I.I,m ..rr:.hp .. Ir-..... ••; OR .•• A -1 m Mi. •rsl,p Ar pA•Ar p.•. 11.1,116 C,1,1 •rAAln•. Iti IC.t" ACsptAM. of pr•rw.1.M1 .plr•.rl1- ro.p.no'll I Icy MI•ly for t„- -1„ .h..h T,,. W It.., I Ity .M ,,.. •r IwI..rw1h. r« .hy .tr,t.r. I. •. s'/QNAr r--•ulllcy or w Nu1.,91M G•slpn.r per ANSI/TVI , Ss t DL DL ILL TOT . LD . 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF DATE 09/25/17 DRW HCUSR408 17268022 HC-ERG SCN/DF SEQN- 782704 DUR . FAC . 1.25 FROM RF OIWdO.FL 32937 FLMA102T1 r•r .or• uro...L,m .•• ,. j•.•. •.n 1 ,w . p.•• .M I w.. 4TIIWIOUNI ALPINc:.....1p1n.,I-•e.-: *I --- tp1MI.-rN: °TCA: - :-..e.-.ry.'v: ME: ':. e..r.DW IB Flemin Lic Number: 66648 1 SPACING 24 . 0" JREF- 1W4J408 ZO3 09/25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16602-/1695 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD. FL 327 - A02 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP a/2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP 83::Rt Stub Wedge 2x4 SP ®3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 0-8-3 T 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4 2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CbC member design. In lieu of structural panels use purlins to brace all flat TC a 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 = 2X4 III 4X6 4X6(Gl) III 4X6(G1) III 1E4 + U4 7-0-0 _1_ 10-0-0 I 7-0-0 I 24-0-0 Over 2 Supports R=984 U=288 W=8" 88 W=B" RL=140/-140 0-8-3 i T 9-4-0 4-2-3 Design Crit: FBC2014Res/TPI-2007(STD) o v v r w4k - PLT TYP. Wave FT/RT=O%(O%)/O(0) 15J61. 06 1. QT .2 L/-/5/-/-/R/- Scale=.25"/Ft. WARMINGI•• READ Am four ALL wn3 4N iwis maING1 Q" • O. ° IWMTANT•• FLIWISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3• • • T LL 20.0 PSF REF R408 - - 60264 Tru•r r.•v,ro • arr e•r " f••r,ua,•O, Mro V. •n,pP,n°, ,mu,,,n° .ro • •elm. R•I•r t..ro i ia .•nI•. or WCSI clw,m"° G.Rs.•,n S•r•ay ,nr.r..um. by TPI •ro Ou)`ror ••rsq pr•eue • * ° DL 7.0 PSF a .• r•eaI•... ,.•a.I,.r. wI P—_ a••P•r•ry...... ° P•r WSI •.,. roa.•.aro. DATE 09/25/17 a•P eror• •,,.I Iro,..•• Pr•P.rly .a,a.eroe •v,.ewr., .ne.an,•° .ro ,waa eror• r„ n.... P.•P•r, a • W r,°" ""'"°' `°`•"°"' '"""' ror °•"•"•"` '•a.r•I "' r•,"` .r w•. ""•" "•"• •r.""° i.e`p.,'S : ATE ' DL 10.0 PSF DRW HCUSR408 17268002 I D ,. ea,•,» B]. •T •r WAD. •• •PP„e•D,• APP,Y P,•t•• a• s•en e r ar••• •ro P•„II•• •• •„ I •• w• • • Oro l•Ina 0.a•I,•. ,n,.•• roa•• •aror•,••. R.I•r as •r••In°• ,NOA-J Iw u•rr• PI•t• p••Ia,•n•. •" -P i i A,P. ro. ...+.•.•n •r ,. aI,•I,.• C•••..a• Grw Iro. w a w r..P••.I•,. rr r,.a,•„ rrr . . LL 0.0 PSF HC-ENG SCN/DF w lnp, •ny b,,ur• a •"us aM aru•• ,n a fbr .,an ANSI/TPI ,, w f•r n•,r un°, ,pp,n°. ^ •. 1 • AN RW COMPANY ,,,•u u•aIw R •r.e. r rwr M" O^ • OI1`O •• • 0 A ... An .r.., ; .r a.•.. yi,, ••• LD. 37.0 PSF SEQN- 782687 r••••n•,•,Ilty •e,•,y fv ur •••O'I W°' TOT . iI '•'v`.ro T1'•,•'rl[•U',", 1ty"'w"w •'f• owln'r'fsr""rl I•I rrl ro ' S ONAL E,,' DUR . FAC . 1 .25 FROM RF2JODIaIeU.,Su°e130 r..Ps,.,•,,,ay •r w R"ro D••Iv,.r P.r ANSIrn, t Se.R. 4%j OFLWdD.FL I2R)1 •r .•r. ,•r.r..a,•,. ,•,•.•• W...r.I a.. •• .ro an....•. Wtnwuuaa`° SPACING 24.0" JREF- 1W4J408 Z03FLCOAfOZ1RALPINE. .IP.ro,a..e—: TPI ... P••a.•rW, WTCA- „w.ary.e..: ICC :... ••r.DM ID FlemingLic Number: 66648 09/25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS NFR Iovvc-r Io.7J moues-neaLrTrow L,onsLruCL,on -- zaaa rOlnseLCa Ave bAmruKu, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 82 Dense Bot chord 2x4 SP B2 Dense Webs 2x4 SP p3 Lt Stub Wedge 2x4 SP #3::Rt Stub Wedge 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. SC/ - Aus ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purllns to brace all flat TC s 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 4XIS 04 = 0-8-3 I T 4X601) III 4X6(G1) III 0-8-3 i T 9-4-0 5-2 3 0U4 I, 9-0-0 I 6-0-0 I 9-0-0 I ile 24-0-0 Over 2 Supports R= 964 U=286 W=8" 86 W=8•• RL= 169/-169 00 SF •• DesignCrit: FBC2014Res/TPI-2007(STD) V PLT TYP. Wave FT/RT=O%(O%)/0 0 15 1. .06 1. QT 2 L/-/5/-/-/R/- Scale=.25"/Ft. WARN INGI•• also Alm roux ALL NDrTs OR THIS D• INS IOCQTANT•• FURNISH THIS DSA•IYG TO ALL CONISACIOSS IMCLIAING THE IMSIALL[SS. \ ° T LL 20.0 PSF REF R408-- 60265 T rA.f•f ..pl.Ir.. , r .n ..\r,t.,,n•. MNI I,I°. N.pp.n°. ,y Toll ll ll VIC A I.,n°...r.r ,• ., : *. WI.,N, NItIN :r'KSI`(•ullA,n° CepA,l•n, SAr•ay Inr•r•.alN. \Y Toll AN MCA)'r•r Nr•,r Pr.cale•'y \ Nrf• r•,p tMN f,nCalAnf. IMt I.— Wll Pf ,••p•r•ry MN In° Nr SCSI. I\IIN• N[N Nn r • • DL 7.0 PSF DATE 09/25/17 ap enxA WII M•• prep•rly AacACM• A,rue,urAl Wean l,q AN Natty a rp WIl Mu• • pr•p•rly Aal p • • r,°'° ""'"° `°""°'" """ r•r NrNMn, l.aAr.l r. "'"` •' ""' """ M•. °r"'"° '""•"'° Nr ISes ' ATE ' DL 10.0 PSF DRW HCUSR408 17268004 11( 11 ', I^I1 ••11^^ QICY D 1 NCI I•n• .,° .,. on., D. w.PPl.t•\I.-' Apply Platy ap' • t, r ro r aru• . . Yva . • • M ls,n, D:tA, lf, ,.,lN ,N •[Mr N S•f•r is .,n°. ,e:A.! fW :tAnOA n•y:u •°°"° •": ; A. P. ... ny'r.,lur. iA'w. e'a::"nr....Oi'e•<e.re..°"•n.ee .,tn °r•.':::p.uq. •.•l•t,N rrN a .• ° p ' COIr LL 0.0 PSF HC-ENG SCN/DF AN ITWCOMA4NY np. AN:1/7:1°f. OR`OP'•° nA,. 11.a,An A '• ••• TOT. LD. 37.0 PSF SEQN- 104721 A MAI N NI• •lNlnD M CANI pAP 11•t lfAy NI• •IN IA°. Ill•ICNN •CNptAflA N pr•fN•1•MI •nD lfuAf lfq V 1 S ONgIE,,°`' DLIR. FAC. 1.25 FROM RF uroLokaor.sDurlso a, eDaD n s:sn rAApAN 1\I11[y NI•ly f•r W NAIa •Iwl. TV. w1u\lIMy Mlp u•A Af 1• •r—..o r•r Any Atr .rA 1• r.. p.l.l\lll[y N w ,Ilpl,q DN10,•r p.r ANSITI ,sty.:. a, FAr annwuun° SPACING 24.0" JREF- 1W4J408 Z03 FLCOA002TSNr. Inf cs „N ... ,n1.,N . °.n.r.l N NN A • tn... NP ALINE: • w •lp,M — Till N..,p,nf,.•r9. MCA .....•e1M,fary.[N: Ice • f..ADaI la Flemin Lic Number 66648 09/ 25/2017 THIS DEG PRFPARFO FROR MNPUTFR INPIn nnenc A Murucinuc, amu1TTrn Rv Tollcc urR 1bb0Z-/1b95 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP i3 Lt Stub Wedge 2x4 SP #3::Rt Stub Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 0-8-3 i T 4X4 - 4X4 327 - A04 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC s 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(G1) III 3X4 = 4X6(G1) III 1 g 14 i+ LL 11-0-0 1 2-0-D I 11-0-0 I L 24-0-0 Over 2 Supports R=984 U=284 W=8" ,1 4 W=8" RL=198/-198 w /1.I. 0-8-3 i T 9-4-0 6-2-3 Design Crit: FBC2014Res/TPI-2007(STD) r v "t` . PLT TYP. Wave FT/RT=O% 096 /0(0) 15.41 0i 1. QT 2 L/-/5/-/-/R/- Scale=.25"/Ft. WARNING I•• REAP AID FMJM Au. TIMES 0IMIS WA'I"`I • 0, ° 10 TA,n•• FNWISH ,HIS ORANINC TO ALL CONTRACTORS IUMM.NG THE 1NSTALL[RS • ° T LL 20.0 PSF REF R408-- 60266 Tru r.p..... Lr .... ," r..r..... M. "."..u.°, .".PDI•R. ." tal l p ."• M , Y, RA— c..,. .1 . l". bl..[ ..IU." :I OCSI IRuI IY.p Fa &M S.r.Ly 1"r.r..[Im. Ry'TPI ". nCA, r r.Ly Prat... . DL 7 . D PSF DATE 09/25/17uw. r..KL.w.. 1.....11.r. ."... Pr.rl.. le.r.ry Rr.elp P.r RCSI 11"..w rota .aM'rr' A too Cn.r. .,•.,, " M OrI, I•LI.CP.H1 .[ruCcur.l .b.f„..r .n. GKc. w'Cror. .H.11 N.r. A P'.p.r ;; . a. 0. ° R Lo.."'rO r.r pOr""'"` """ ror '""' "'"' •"'"° ' M`p.r 4is = ATE : DL 10.0 PSF DRW HCUSROOB 17266005 r 010. A. AM,....I.. APP,y PI.L.. t...en r.e..r L.. .,P.. . 1n m..,.."° C.R.,,." .Graf 1.. t .. r..P."..R,. r.r ."y .a...L.." rr.. t :9 •. OQ•° E LL 0.0 PSF HC-ENG SCN/DF AN IrW COMPANY PP, • i,i/( °1. 1C OR` j°•• ry.lTOT . LD . 37.0 PSF SEQN- 104727 M'GI• Rrb1p .r P.y.r r•o• 1I.L1,q tl.1..r..I II ley •. 1.1 r.f w a•. •0. y".16•w ..open- rls•"0cu'r'•i°I:"0 su/ONA•i DUR. FAC. 1 .25 FROM RF 0for y • ' ". v`: AIIT'S11T i"1 1-.: "'° ""'r `"" °r"' / r.ps.. l.11l[ f tw. .. 1.1 MI ` I400 LakeQ911jrQ., $1YIC 150 Orbnlb.FL 72E37 Fw SPACING SPACING 24.0" JREF- 1W4J408FL Z03 MA10279r. .I" ra..:.I. J... ,....w P°.... tH— — . µu ALINE: —.P"L.: , IwTo...... rO' nCA"Lry.mc. — b66648 09/25/2017 THIS DWG PREPARED FROM CONFUTER INPUT (LOADS i DINENSIDNS) SUBMITTED BY TRUSS NFR 16602-/1695 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL 327 - ADS ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP d2 Dense Webs 2x4 SP 03 Lt Stub Wedge 2x4 SP #3::Rt Stub Wedge 2x4 SP ;f3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 0-8-3 V T 4X4 = 139 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42% high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(G1) III 4X6(G1) III 0 1E4 12-0-0 I 12-0-0 1 24-0-0 Over 2 Supports nllwy q R=1046 U=263 W=B" A IR83 W=8„ RL= 213/-213...•••••A- Design Crit: FBC2014Res/TPI-2007(STD) Q V S '•! PLT TYP. Wave FT/RT=O% O% /O(0) 15 1.04 06 .0 T 5 /-/5/-/-/R/- WARNINGI" READ AND FDIInN All WM On TITS DRANINGI • T LL 20.0 PSF ANY" FURMISH THIS DRANING 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. • NPORIlrww r••,.Ire .rtrow wr• .n I•.rl<•a.p, rorol,np, .nlpp.,p Iwl•Il 1p .ro w.c,n•. It.— to • r 1 • ro bae•t .enlw •f Rt51 (e•u mnp ee.pe wnt S.I..y Inrsrwum sy TPI .ro RCA) r.r wr•ay pr•<a. o r, 0 DL 7 .0 PSF p. r ror•,np tro.. runca.en.. In-11•r• •n.I. pro— t••p.r.ry nr.<." e.r OCSI IMIe rotes •Lror.O. • ep < • ron Mw properly •tuewe •tru<aurN •ro an.p •ro I— te. <rore . 1, row . yr•p•rly . u<..a • ATE : Q(DL 10.0 PSF r .•Iero<r.ell 1p. LmN.•ro •,sn rw perwrona I ... r• I•re•tr•Ina .r •e•• .n... row w•e,p In•a•11Wtp.r I. • em p, R7 sr R1D. •• •pp..e..... Apply pl .. t• wen Lee eI v.,.. •ro pw n.on .• .now, •.e....ro • t Mtlo,nt D•u.... rol . roaw wror.,w. Rarer ae er•..n0. IFOA•Z rer u•ro•re p.... p...a.wn. .T, •• ^ E 0 QLMAlp.ro. . •....,on •f 1„ •,.,ISI.y [••parrot. Group Ina. •..•II rota r••pen•I.1. Iw " w.,I.a.w, rrs w.t Ow•'•./C QR p •••` LL 0.0 PSF rnp. •,. y r•..ur• a .u..s tro are.. .n eenferwnee .,ln ANSI/TPI t, w I.r w I,p. •n.ppl I /. AN n'W COMPANY n.0 = A pr. ear tre..... "' • • A w.l M tD 1• •r.. p •r ae••r pg. 11-1.9 "1. Rr••. ro ' •• •••••• ••' V OT. LD. 37 .0 PSF p• w....ay w.•y r•r tTr —.R. •n•w.. W. _.LW ,itlrole•tw .1 -1.n. I g ft, •n• 1 ~_,Ina1. CN1..... er an. RulUl Dr. Y • ro e.. of Nl. ersl.y ft, ••y •ar.a[ur• .. V I` DUR. FAC. 1.25 iA00Lde0n118eDr.Suge I30 '•''• y ro Iv»r p.r ANSIrnI I S.e.]. Od3r&. FL 3283) Fer rare .n.ar.. ,m I. jb . •.n.r.. ro p•pe • an.•s ..... line 1g1U FL CDA 80278 AL.NE: w. •Iw ro.u.<w m:'.w.t tp,na.erp; nu• ... roe.vy.ew; lee:... wr.pOU 1D Fleming; Lic Number: 66648 SPACING 24 .0" Scale=. 25"/Ft. REF R408-- 60267 DATE 09/25/17 DRW HCUSR408 17268006 HC- ENG SCN/DF SEQN- 782675 FROM RF JREF- 1W4J408_ZO3 09/ 25/2017 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS UFR 16602-/1695 Model -Heathrow Construction -- 2535 Polnsetta Ave SANFORD, FL 327 - A06) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP /2 Dense J3 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :B2 2x6 SP SS: Webs 2x4 SP #3 Lt Stub Wedge 2x6 SP N2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of structural panels use purlins to brace all flat TC ! 24" oc. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 15] W3X6 2.00 L 1.75 4X4 = 0-8-3 I T 4X8 6X8(G2) III Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 9.33 TC- From 56 plf at 9.33 to 56 plf at 19.00 TC- From 56 plf at 19.00 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0 00 BC- From 20 plf at 0.00 to 20 plf at 9.33 BC- From 20 plf at 9.33 to 20 plf at 24 00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 85.37 lb Conc. Load at 5.00 BC- 129.54 lb Conc. Load at 5.00 BC- 536.85 lb Conc. Load at 5.40 BC- 850.26 lb Conc. Load at 13.40 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/18O total load. Creep increase factor for dead load is 1.50. Laterally brace TC below filler 0 24" O.C. (or as designed) Including a brace on TC directly above both ends of filler if no rigid diaphragm exists at that point) u4 l 1E4 I, 9-4-0 _I, 3-11-0 _1- 5-9-0 _I_ 5-0-0 _1 24-0-0 Over 2 Supports R=1939 U=575 W=8" Ao . N RCaNA80 W=8" 0-8-3 1 T 9-4-0 5-4 3 Design Crit: FBC2014Res/TPI-2007(STD) as " v • PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.04 06 .0 T /-/5/-/-/R/- Scale=.25"/Ft. INIpMTANT'FURNISH 11111SD D,MILL TO ALL NOTTS ONCONTRAACTOORi".DR IUDIolaurcIDs,Aatc•s = : 7ATE T LL 20.0 PSF REF R408-- 60268 r ,. s, r `rp e•Lr a re .n f..r .cal,ngier.e,p. R.f.r Le • q •Sl 1 .1-9 Cana -an S'1eY Inrw..L.m, .y 7•H aro FICA) I.r r y pr.et,e, t =DL 7.0 PSF DATE 09/25/17 l.I..,L...er...,, 11 prw.ro L,nger.ry .r.e.n• per SCSI.hae'elwr0W.. n w "am,.y .Lt.en...Lru,:aur.l ,ro.th,ng .ro mat,. char..h.,, ro.e • prop.r.Y .LL-no •r,•,• ca-ra• Lee,L.m, ..,e.n f.r pera,nanL ..L.ra I.,LI..nt .r ..e. W.. row > roL... /t • ; Q DL 10. 0 PSF DRW HCUSR406 17266001 0] 07 sr ale. „ Am e.... AppIY P.- L. wen race .r Lru., aro p.,lt 1p .. And- .m.rem.ne V 0 • a p D 2 LAop. . D: L..... role. Lror.l... N...r Le ,RDA.:.er .L.n..,. p..L. pe„L,en[. 'QO'•a OQ..•• LL 0.0 PSF HC-ENG KM/DF I I p ^•. • a.v.,,an or In Cpq wnL• Grwq Inc. w1. roL w re,pe p.e.e ror on rre. Grua. 1n eonrordAm, .Ia.. ANSI/T b ,, or for h-Ing, .pp.ng, •1 ` • AN I'W COMpM1Y .A, L. 11.LIm . M,e.ng .. Lr.,.Am. ,nM h . •••R ••• • OT. LD. 37.0 PSF SEQN- 105288 Andeal al. mla arming .r .w•r m0. boating V.1• •ra•Ing. Il.•Ieet.e ee•.ptane. at r.fMalwl odogo-ong , A HllltyMblyIrw .Y 1w. enea.. 7%. W1=1IMy .•',• .N f-1..re..ly Fe, ••Y .trabr. 1. '//, S/ONA DUR. FAC . 1.25 FROM RF 24MIACOMWI).S.we 130 r-no-.....tY er awa .. 1•Ir9 Dw10..r Par AIISI /1 1 , Ss.t. Oftiolb. FL 32837 For .er..nrwroL.m w Lh., Jan', •.n.r.. m mo• An. Lro.a .a.. 4MrrIWlUlll FL COA 00278 All..: ....a.p,ro11. em. TPI: .w.Lp.n,L.ery: MICA:.ro.:.ep.,,.e.LrY.ee.: ICC: ':. e,.r.4 la Flenlin LIc Number: 66648 SPACING 24 . 0" JREF- 1W4J408 Z03 09/ 25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 16602-/1695 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD. FL 327 - 801 ) lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 hip supports 5-0-0 jacks with no webs. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Laterally brace TC below filler 0 24" O.C. (or as designed) Including a brace on TC directly above both ends of filler if no rigid diaphragm exists at that point) 4X6 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC 0 24" oc. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. 2X4 In 06 L6s 2-10-3 0 2X4 In 5X6 = 2X4 In 3X4(A1) - 3X4(A1) a L._1-4-0:J LG1-4-0 l1 1_ 5-0-0 _I 8-8-0 I 5-0-0 I fE 18-8-0 Over 2 Supports 3-1 unitnprftiR=1179 U=338 W=8" ; 1 C CIRa%.._ R=1179 U=338 W=8" Design Crit: FBC2014Res/TPI-2007(STD) 46F v r .• PLT TYP. Wave FT/RT=096 096 /0(0) 15 1.Q .06 .0 QT 1 L/-/5/-/-/R/- Scale=.375"/Ft. WARNINGI" HEAD AND I'MIN ALL NDTES DN INIS DRARINGI .Z . • 1001)TANT•• FURNISH ,Ills DRA•ING TO ALL CONT"C,DNS IMUIDING IN INsIALICRs. • O• • T LL 20.0 PSF REF R406 — — 60269 rw r•w,r• ..trees a re is rebriwt lien ers• • btn• nt t earl,« •f RLSI W,l•, • -•• • h,pp,", ,nsnl l Iero RCA e,p. R.I.R.r.r i • Ga4r•nt Santy lnferast,«. sy ) re, rely pr.et,w DL 7.0 PSF DATE 09/25/17 rs ts liar the+• r«ttlW. Inat•11•rs wl, prw,ee teep•rary bree," per WSI Un I•sa n.ese other • ell there WII hew prep.rly .table •truetur•I assets," slid belle. eNera WlI bass a properly att.t ,e • ' r ,pie ee,l,". L•eat,W W« p•rea„«t I•l•ral r•atrs ,n[ oI sap• WIl My Mae," Installb per • AT DL 10.0 PSF DRW HCUSR408 1726B023 Odpo addl q •T er •10. as apl,eabl•. Apply pates t. wen nee sr true line pe•Iu« e. •new, sew• ; •• LM Js,nt Details. «leas rotes .iosr•lee. Rsnr to Ores,"s 1.OA•t for ata ra plate pw,t1«a Alp,n.. . ely,ai« .r -Tn •mini" Gal•ww,.,, . Oraup la. WII —1 a rasp«.Ibis rer ." —.a..« rr•. 9 g Q Q.Pt any rilie • is build tell tru In •'• / ILL 0.0 PSF HC-ENG SCN/DF AN RW COMPANY e«raaone• .,in ANSlrtpl 1. or rer snail". «,pp,"• pDA O, `,O ••• I,ri.asl let,« er resw 'I ^ .`.p .• \ I'' • ••e • TOT . LD. 37.0 PSF SEQN- 104718Aass, -,"I. areal" M CMr pep IIK1" U,1• .real", IM Ie•W eeppt•nL• •f pr•fNalw,•1 anDlns•r1" e.INy rer W rip, •howl. 11r wlt•elllty e„a w •f Ula •rs1" far •,y •trut[uH 1• Q S ONAL E,, DUR . FAC . 1.25 FROM RF00WeeOrsDr., Sum I30IIa reapw elelll[y of W •ullal" De•lprr per ANSI/T I 1 See.:. yi OrbrAO.FL 32E37 FL COA 1027E F. nor. ,nr ,« this Jm parer. .be a— lieee •eb 1Ant1IB1lul1 ALINE:---.,p,n.,t. -:`,I "" .tp,n.[ «•: VT A: tryst--: Iu' ..f.p l la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W4J408 ZO3 09/25/2017 THIS DOG PREPARED FRDM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 1bbUZ-/1b9b Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 327 - B02 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC 111 24" Bottom chord checked for 10.00 psf non -concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 4X6 = 4X4 = 16 6 3-1 -3 In 0 2X4 pI 5X6 2X4(A1) = 2X4(A1) L_T-4-O+ j._1-4-Djj I 7-0-0 I 4-8-0 I 7-0-0 I ile 18-8-0 Over 2 Supports R=782 U=228 W=8" c C RL=140/-140 R=782 U=228 W=8" Design Crit: FBC2014Res/TPI-2007(STD) V SF •. PLT TYP. Wave FT/RT=O%(O%)/0(0 151. .06 .0 QT 1 L/-/5/-/-/R/- Scale=.375"/Ft. WARNING)" NFAD AM FOUAN Au 11OM 00 THIS IINANINGI • O. IwBMANT•• FURNISH THIS DNCONTRACTORS ANING TOALLCONTRACTOBRIMMINGTHEINSTALLERS T LL 20.0 PSF REF R408— — 60270 Qn D I11 ILLl1,—=JANRWCOMRWY24O IA90W6eDr..S= 150 r,..s. rep, lr. ..tr e•r ,n I.Pr.e.t lnpi M lip, .nlpplq, In U11. .n. Pr.elp.. R•f•r to .nO 1 • ah. .a.,a . eltleh er OCSI 14 n., q Go.ceho,,S.fay Inf-Olot.on. TPI InCA> r.r fay pr.ealt.. lk o per roreln• tMM Iu.et .•M. Ima.11.r. — P-1O• te.por.ry a clop p.r NCSI. U,nl •.. neap• oaM .• • top cMro M. 11 Mw Properly .tt.choo .tre t-1 .b.th M one Pottoo enoro oh.l1 h.W • prep•rly .[t.c • r.R.. e. 11.M. Loc.al.n..he... for per•.nent I.t.r.l r„ r.,nt .r ..P..n.11 h.w er.elh• ...a.11.e p.r S A N];;LOT er Of D, ...pplluPl• Apply PO.t.. to •.eh lot• or tr.....na pol,11= ...new..Pow ••• Pe`lelna v,,•% —Ao etP• r. loo. "for t. orw llq, ,RNIA.: ,er .L.n..r. Pl.to poo— 1. tA.P.— . of1,. RN.l l.l.• GP•p«•"aP Gro: IK P. r•.P_.l fer ." P.,, o" "AA, t ', .•• wlnp. .ny'f. nor• to M.110 th. trw. 1,..—for.•nee olth ANSI/TPI ,, or rN M .p. .hl • ln,a.11.t,.n . Pr.e.np er tr,...... p'l"•' ylO 4 '•• OR Op• A —1 M NIP /f.•Ih• N e.wr p.•. 11•tlll• -I. •roolh•. 111•IC.W ...%--. o. pl•Ie..IWI .p lnMrinN ,may y r•.•eh.lPl11[ y AA..ly r.r flip —101 .howl. T_ ABUILAPI I Ity, .h. •.. or till. orool., tw Any .tM1itur. I. t '•, S/pNAI E r..Peh.lPnity .r tA. wneln• Ot.lO.•r p.r AMSIrnI , s.e.t. /y,__ DL DL LL TOT. LD. 7. 0 PSF 10.0 PSF 0.0 PSF 37.0 PSF DATE 09/25/ 1 7 DRW HCUSR408 17268010 HC-ERG SCN/ DF EQN— 782686 DUR . FAC . 1. 25 FROM RF r 011NIdkil. 32137 FLCOAFO278 For •or. ' hr•... a.en ... a`l. yP 9-1.1 .. ",,A.he `n.,...e f4ft/WWIt we.IALPINE: p. n•Ito.es T.I: w. pina :r•. OCA —Aisle—try.c••: IM w" --DoUgjap p leming Lic Number: 66649 SPACING 24.0" JREF- 1W4J408 Z03 09/25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR 1bb0Z-/1b9b Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 327 - B03 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4 2X4 6 4-10-3 6 0-0 5X6 W(Al) _ 2X4(Al) _ LG1-4 -0:j 1c1-4-O aj 1- 9-4-0 I 9-4-0 1 18-8-0 Over 2 Supports R=782 U=220 W=8"c" Nar R=782 U=220 W=8" RL=170/-170 0 Design Crit: FBC2014Res/TPI-2007(STD) Av v V 'C '. PLT TYP. Wave FT/RT=O% O% /0 0 15401. .06 .0 QT 1 L/-/5/-/-/R/- Scale =.375"/Ft. WARMING I" IEAD AM FOLIO ALL TOTES ON THIS ORAIIINGI • O. • 411PORTANT'• FURNISH THIS ORA•ING TO ALL CONTRACTORS INCLUDING, THE INSTALLERS. • • T LL 20. 0 PSF REF R408-- 60271 1ITI1a I LI AN ITwcoAAalrzv lr : N ra•u,ra artr car. .n I.. "O• haha—a, ea.m.np, .Mt•ll,n° ^°'rl.r u• R.r.r to • II . • b lha t .:IUae ar RCSI E• .n° Ca gea— S.—, l:rw.•t oh..r 7/1 w IFTw r•ty pr•et,eo. • * o p.rlara.p tn... tuner laha. In•t•Ilar. Null prw,a t•apar•ry ar•e..• par TIESI. u.lea. hat xtopchare —1. ha— p,ap.rly It-- •lrve[ur•1 Wtn l,p •,.a halt— char: WII hays • prepIrly •tt'•"er • • Lae•t,en. N.00, tar pareanant later•, r„tr•Int or moat, Nall — or,,," ,,..t—le, p.r 4jS : ATE T' trawl .•w• •. ooa.n.n .] e ° 7 • ah.toO... noppl le•ola., a. R plea•. to each tact, or tr.w.t.na rd plateha ,•Ant o.t.,l•. = l t.. athar. ,. R.r.r t.:r•.I.o. ,Row.: rw . b.. t pl.t. po•,tlon•. tAlp,ha r In Nu.le,n° Caps.•n,w Group Iha wu roc a ra.pN..,.l• ter any aw.•um rrs t . / `O '. a,n° ..yr'r•a ors to —11. thatrot,. ,n co:ror.•haa ,In ANSI/T 1 , or far haea Un°, ,n t• II•t... A brac.n° at trlhaah,. s t` '••°°OR .°•' \ cool on tNl.:rwl.• or War /.O. IIKI.° NI. •tool.:, IA•I— oes•ta.00 or Pnr...l.MI op lllo.rl.• III r a•ahal.Illty •.,.ly far tl. —.0. N,oN,. The Wlta.11,ty .a• — or -1. --..• rM .,ry .tr ura 1• I n G rwp.• I,,,ty of aN. a-, : 11 °..,our p.r ANSP/M T s.:.: 'yisu,,A. " EMI DL 7.0 PSF DL 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF DATE 09/25/17 DRW HCUSR408 17268018 HC- ENG SCN/DF SEQN- 104714 DUR. FAC. 1.25 FROM RF TODULFOroWDT,Sme150 OFbd/ Dy,FL )is)T FLCOA10279F. r .•.• ,"rare•t,an ... 1. ja.•a °Nlar•I a• p•°• — tha•• aa..'.0e: wmv ALpINE:---•• Ip l.»,t-•e•-: TPI: p, n•a••r°• VTCA: aeo. ,.,a..•try e•-: ICC ••r•Dou la Flemin Lic Number: 66648 SPACING 24 .0" JREF- 1W4J408 Z03 09/ 25/2017 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L 1wwL; /1ovu moues-neainrow L.onsr-rucLion -- Coda roinseLLa Ave ZIANruKu. hL 3Z1 - 5U4 ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP 82 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP b2 Dense Webs 2x4 SP 3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 1311" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 = 5-0 3 8-010 2X4(A1) _ 2X4(A1) _ LG_1-4-0::j I.C1-4-Qjj 1, 9-4-0 I 9-4-0 I i0E 18-8-0 Over 2 Supports l I R=782 U=225 W=8" ` S F/ c;i RL=174/-174 . ',' v R=782 U=225 W=8" O•pP• J SF••• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0(0) 15. 1.Of 06 .0 TY: 5/-/-/R/- Scale=.375"/Ft. WARNINGI•• READ AM FOAM AU MOM a THIS ORARINGI LF O'ORITANr•' FURNISH 7NIs MATING TO ALL CONTRACTORS INCLID ING THE INSTALLERS. TC LL 20.0 PSF REF R408-- 60272 7 r•••e• r•q,lr• • are•• a r• .n r•er.CNlp. Mro1111P, «.pp,n•, I.•l.11l •ro a •star is •ro r • tro I.t«a ..nl« or NCSI (•..ume• Carawl.c S•r•ar I.rer.al«..r ,.I ..^°. VICA>.: rar Pr•etlt•. L 7.0 PSF DATE 09/25/17 a• p•rt•r•..q tlr.• f.•.fal«•. Iro..11•r. •1..11 prw1M t•APsrpa,Mla« • DRW HCUSR408 17268021 r. pro,. - __ • pr•psrlr • rl•. e t•I slop. Lee.l.•.n .^.« r•r P...M•^a l.t.r.l r••ar•lst .r ••p• «•II Nv M.Llnp ,n•t.Il•P`p /O : ATE ; pB DL 10.0 PSF p 11111 O p q •. •10. •. •pplloe b. Applr pbu• b uen t• N trw •ro pw ral« •• •new. •.sr• •ro • ali.`s nt N.t.l I.. «I•., ,.•t.e •alrr.l.•. A.r.r a. nr«I^p• ,WA.i r•r :t.ro.r. Pl.t. P••la.•.n. 9 . // AlPlro. • slel•.« .f 1198 ....., Ce gwunt. Gre.o fro —11 roa a rsP«ael• r•r «r aAebU« Its a p`0.•• q LL 0.0 PSF HC-ENG SCN/DF AN ITWCOMMWY A••. l *<.• t,•i. a .lir.p o .'. alr aru•• .n a«fsruro• •lan ANSI/7 I ,. sr ter rorollnp, «Ipp..p, •••••OR •.••• 9 0- mg CMI OT. LD. 37 .0 PSF SEQN- 104711 A^ rl « "1. A, P•N• Ilstlp "I. d—I.G. I -mat" :-ptel,C• .r Pr•1•••IMl•I MgIr.11p yi4 O ` FROM RF 240OL1IxD7 &= I3O r.•• rwA1e111tr ••l.,r r" a1r rl•I. •Lew.. 7%. Wlt•.Illtr .ro r r-1..r•elllp br ... ... ..:curA 1• r.• P.L.l.11lcr sr al. Vll.lp o..1•.wr P r ANSI/TPI , S— :. NA DUR . FAC . 1 . 25 JREF- 1W4J408 ZO3 O: TsdgFL 32NA per •er..^tor...« w .ALPINE:.. rP: ^C•-•=•.e l^.,..trr•pe-. '«-••-:Ir•.repou la Fleming Lic Number: 66648 SPACING 24.0" 09/ 25/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1bb0Z-/1bU5 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP /2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) a c1-4-0j 327 - B05 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 = MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5-0 3 0-6-3 8-0- 3X4(B1) _ IL 9-4-0 I 9-0-0 I I cc 18-4-0 Over 2 Supports BIT 7W-8„ R=689 U=188 W=4" RL148/- 156 Design Crit: FBC2014Res/TPI-2007(STD) S PLT TYP. Wave FT/RT=O%(O%)/0 0 15.11. 06 .0 TY: /-/5/-/-/R/- WARNINGI •• READ AND FoLLDN ALL Nmn DN 7NIs DNumsi INPDNTAN7•• FURNISH iN15 TC LL 20. D PSF DRA•ING 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. n— r,. ah.W.,,•• ,n u,I, .n.. '.0.. R.r.r to .n. I : ' rr•cSI`,Du,l.,nD c .•,L,.n e....nt S.ray Inr.r..c,m. .y,l I RiCA>rr.r -,at,; 70 PSF Im[. P el,.ra .n... n.w M.P.rly ..I—ua .,ruetu'.` .I»."... —I— ero w,, aK . ProP...y . ,— ATEnr.:e•. a 1,9. L.e.t,on. f.r P.r..n.nt o :...Inc or .....n:pl n In, . `P.A • • L 10.0 PSF G9FLQ II1I m.' R7 67 or RtD. ..oam... .... AMP Y Pb .., Lo en r.eo .f trs..n. M.—an .,,ow, m • tn. Je,nt D.u,,,. r„ .. noto. n,ner—oo. Rotor to or..,n•. 1PDA.i for .t.l,wr• P-0 PwlL-1 9 • P •• 1 IM AIPIM. .. "o.on •f I7• Dui1CI.D Coagonont. Grwq Inc analI rot No ro+P.n.,.,. r.r ." ew —on rr.. In OA • ;C OO`O ••` LL 0.0 PSF AN IrW COMPANY no. any'fo.lur. to to,l,• tne tn,.. m eonror , —ft ANSI/TPI ,, or for n.n•I.n•. .n, / Inot... at,— A or-," .f It--. PP' n°' i tC •••......••• A ... I M "I. IN —top or .•r.r rro. I I.tI.D 7„1. •r-1.9. 1A•IC•t- ..faPLn.. or OT . LD . 37.0 PSF 2JOD LRLe DI,Suat I30 I..• du1. 11ILy .P1Ny FN — R..10, .1,..,, l,r —1-111., .I1• uo..r -1. •rw @ F.r A„y .trlitur. 1. /, NA r..P...l.11lLy sf w R., HIp Drl•I.r Par ANSI/7 I , S.e.:. f/!MUlWIYU11 DUR . FAC . 1 .25 SPACING 24 . 0" OILD FL 32937 FLMA10271 For . or. Inr.r..t— ..o ,• Jo.'. •o,ur- .. P.•..n. u,....oi, ALPINE:—. P,no.L..eoo. 7PI: w. Pl .r•. MCA n....e,n.,..try.e..: ICC:... ...—DoRiglap Fleming Lie Number: 66648 Scale=. 375"/Ft. REF R408-- 60273 DATE 09/25/17 DRW NCUSR408 17268003 HC- ENG SCN/DF SEQN- 104708 FROM RF JREF- 1W4J408_ZO3 09/ 25/2017 THIS DEG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR lbbOZ-/1b95 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 21E4 SP N2 Dense Bot chord 2x4 SP q2 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP q3: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC 0 24" oc. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 141 W3X4 S 2.25 If 0-8-3 T 4X4 =_ 3X6(G7) III L- 1-4-0 2J 327 - C01 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. L 4-8-0 I 3-0-0 I 2-10- 9ieEI 10-6-8 Over 2 Supports, 00"Il+pwrT R=480 U=58 W=8" RL=75/-73 AsAk- I. s] Design Crit: FBC2014Res/TPI-2007(STD) o- PLT TYP. Wave FT/RT=O%(O%)/O(0) 15j1.Of 06 .0 1 WARNINGI•• PLO AID FOAM ALL W M OW THIS OMpIXI p IO dITAWT•• FURNISH THIS DRAWING ID ALL CONTRACTORS INCLUDING THE INSTALLERS. • Trw.e• ra•,,,re .. NNA ..1. In Irr,e.[„q, trollop. M,rinp. ....1.lp .ro •r.... 9 R•r.r t..ro r; j ' ron,en or •CS, 14, la,ep Co pon.ot Lrrq Inrerru•n, by IPP •ro RCA) ter rrrq pr.eue•w • ( LV_7/{1{/(_./ per rare lop at.. ruroal•n. In•a•11•r• wll preulr aepor•rY er•elnp per SCSI. Unl.•• roam ottr•.1• • All • wll tw preporly •tt•en.e ..rota ... M•.tnlnp •ro r ao• nere wl1 t • properly Ata.e : ATEr,p,. b 2.;m. LaeN lsn• Me•n ter p•rrtn[u l.....l r.•tr.ln. ert•ee• WII tY• lx.e ,np ln•t.11.W per A oM •] 87 er 610, .• .r... ... ApplY put., ae ten r.b •f arw• .ro pr 1.,M .• Me•n .eem .ro Q n D tli•a e,na Oea.,l;,n l... ttro st tr.,.•. R.r.r [. er.e,np• ,SDA.I r.r ...rose pl p..lal.t; : e OPIll" LI Al.;t. • v er 1 Su, le,np C•.petna. Group I- M.11 to es r•.p•t,le r •nY ew en Irr an OA • ` OR` r p, MY,r.,lure to 1 tt r mr.r..roe an ANS11101 1, rollnp. M,pp,np, W /- •• p p• AN MWCO MRANY ,e.0 n•a,en A er•elnp er aru..e. Till ••.p gyp••• A •••1 •11 [AI• •r••Ilq w WNr MP 11•S lop TJII• •r••Ilp. Iro1F•SM •R••K•Iln •f pref•••1•rwl rip lnMrlllp 11' r••p•t l•Illty rl•ly I•r w er.0. ••e 1. THA Aelt••Illty •ro Nr •r -1. •r•e I.O r.r .ny •t rl<tur• 1• 240D Late Dr. Suitt 150 r•.pm l•1I Ry b w mlul„p Ds 1pn•r p•r AWSITI , S. 2. l l /0 ju 01i`rwnNulunW OAsdD. FL 32A37 F.r rre .nr.rrt,r w tJ.•'. eror.l —AA p•p• .ro ano•o .ee , FL MA11027R ALPINE: w .I•I—L. cm: TrI:... tp,ta.erp. WiCA .....ntl roe.vy.er; ICC .e. G I,DoU IO I-1cming Lic Number: 6664 5/-/-/R/- TTCJLL 20.0 PSF t L 7.0 PSF O DL 10.0 PSF rLL 0.0 PSF o-T.-LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 3-0-3 Scale=.5"/Ft. REF R408-- 60274 DATE 09/25/17 DRW HCUSR408 17268014 HC-ENG SCN/DF SEQN- 782691 FROM RF JREF- 1W4J408_ZO3 09/25/2017 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1bbOZ-/1b95 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP R3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 141 W3X4 S 2.25 0-8-3 T 4X4 = ---1 6 3X6(G1) III L-- 1-4-0 -J 327 - CO2 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC s 24" oc. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. I_ 4-8-0 _I 1-8-0 I 4-2-9 I 10-6-8 Over 2 Supports000Nlllp R=460 U=65 W=6" ! VASRL=71/-58 n lu 3-0 3 2-2 3 9-4-0 s] lu Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15. AIXTV.1'. F-/5/-/-/R/- Scale=.5"/Ft. UARNINGI•• Rego AM FCALM ALL NOTES ON Ills MA•IN01 \ 04 NTANT•• FDNNISII THIS DRA•IND ,D ALL CDN,RAc,DNS INaUDINc THE INS,ALaENs. o_ ; ! T _ L 20.0 PSF REF R408 - - 60275 7r«.« rspu.ro . arer a re ,n I.nr l..[Ip, —lp. .I.I».p, I«l.l l,p .MTeA2Io o .e,p. "1.r to .ne I e» e..ena S.r.ty Inlw»tI». \y ,.1 ..Ie •'I.r ..r.ay pr..a.... , . • TCL 7.0 PSF DATE 09/25/17 fr» I» aeopo.... P.r OCS1 I.L. ;ATE • tonc\ere Anol. now pr.»rly .at.en.. --t—I Ane.tnlp one »tto..nore .nol I — o yroperly -to.n.e A r1911 .elllp. te..tl.n..I.e.n rer p.r»nent I.,...I ...1—— .I »\ —1, no» \r»1.. 1«a.II» »r : DL 10.0 PSF DRW HCUSR000 17268015 a or •10. .. .»I,e»le. Apply pLa« to en neo of t • • a n nO 2 a`;.,na D;tV1I.. 1«n nea» eal»r.I... R.I.r to ero—go I.DA.: ra :t: . a•;;:": ."°C.•°°" '"" •O•' OR Pe•• LL 0.0 PSF HC-ENG SCN/DF LLf—' L5 Alwno. . or In w, Imp te.p».na• ereup Ine not bo ra•pan•Ime for .ny »o..— rre. a e •• ny' A ^locoeonror..ne..Ian ANSI/7 1 /, sr roc n r AN ITW COMRANY In•a. uou on a \r.un• of aru..e.. •e ".. n,pp.p' ••4\m•.••• A A..1 M MOO •r»Ip .r .».r wr II..Ip twl..r»I , 1-1..t» Fss/OVAL GNv OT . LD. 37.0 PSF SEQN- 782682 p . e..•t.re:. .f pr.f».I.n.l •n•In»Ilp // r. yen.1\Illty »I.ly 19. tr a»IO..IIO I. 11r WltNlll[y - - of _': •r»Ip fer ... .tru.tur. 1• [ ' /N._ 240DL eOmiVDr.SuytI)0 r..p...l\Illy .f Iw. w.11elp D..IoI.r »r ANSI/,.1 I S-2. 4111ryFFW11111111t DUR. FAC. 1.25 FROM RF OFLI*. FL )29)7 For .era ,. =,» ..e .. j»'. •e,.ero. » . p.•..IIe t .» FLCOA1027N ALINE: — Ol.M.a..». ,pl. ee. apl»a.e.•: •TCA• ..:—.—.Ory . Iee :.. ,....r.DoueID Flemine Lic Number 66649 SPAC I NG 24. 0" JREF- 1W4J408_ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L Ioovc-iioya mooei-neacnrow L.onscructlon -- z,3, rolnsetta Ave JAwrVKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP N3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC ® 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 =_ 2X4 III szi - uuT ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 3.00 TC- From 28 plf at 3.00 to 28 plf at 5.00 TC- From 56 plf at 5.00 to 56 plf at 9.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 3.04 BC- From 10 plf at 3.04 to 10 plf at 4.96 BC- From 20 plf at 4.96 to 20 plf at 8.00 BC- From 4 plf at 8.00 to 4 plf at 9.33 TC- 91.63 lb Conc. Load at 3.04, 4.96 BC- 119.91 lb Conc. Load at 3.04, 4.96 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 =_ I' s 1-10-3 12-4-0 2X4 III 2X4 III 2X4(A1) 2X4 2X4(Al) pI L- 1-4-0 1-8-0 ---J L- 1-4-0 3-0-0 _1_ 2-0-1 _1_ 2-11-15 J 8-0-0 Over 2 Supports IAA. R=708 U=223 W=4" R=4 Design Crit: FBC2014Res/TPI-2007(STD) • PLT TYP. Wave FT/RT=O% O% /0 0 15. 0 •. 6 TY.1'• F-/5/-/-/R/- Scale=.5"/Ft. WARNINGI" 4.AD ADD PUE1t1• AM MOM a 1NIs MWIWI AM" FURNISH THIS DRA•IND TO ALL COMRACIDR• INCLUDIND THE INSTALLERS. T L 20 . 0 PSF REF R408-- 60276 LULL.• ree..re e.v ewa ." r••r Ip. ruroun•, m.pple•. .nw n.nP •ro . •e Rer•r r•_ P•` 1 TC' DATE 09/2 5/ 1 7 n•. a• •ro ro Lae.a .a.ar« •r x s1 tw .na s.r.ar I•rwwa.m. •r TPI .ro nu>`r•r ..r.ar pr.<a,<•• p r, o L 7.0 PSF p.rr.r•,n• an•v r.•.<a.•n.. In.a•rrer• .n•rr prw,a• a•.p•r•ry .r•e,np per •CSI IA.,•w. roam earn... eo <.• a .n.r r n.ro , .r .aa.<^.e .ar <a•r., ...a.,n, •ro • A. < M, r .. • p,,N,Aar" . a. = ATE r •.e <..r.e• Lae.a .•r P•re•n•ea ,•c•r•r ...ar•Ina e..e..:: r ...r.<.nD . .e`p.r De n •r 010. A. r.e.. rs. Apply pI - c. A— r... •r aru. •ro ps•.c.en .• •n..w .mw •ro ne`•."a Dea•.r.. m,e<. roa •aner..•e Rer•r a• ar•.,n•• I•DA.i re..a•m.ro pr•a• p.wnl•n• "'4aAIP.ro, i L10.0 PSF LL 0.0 PSF DRW HCUSR408 17268019 HC- ENG SCN/DF e •,.,.n .r ITr w e.p e.ee.na, wwp Ine. Wrr a m r„P• ,,•I. r.r . y m•..a.•n ,r.. a n•. •, y,'r•u..re a. w.re aM ar.n. ,n emr•runee ..an ANSUIPI I, sr r.r n.rounp, m. o, OR\O•.• r die''F •••••••• • SEQN- 104702 ANITWCOMPANYa•rr•a.en •r•e.ry •r cr....... P••^•• ONAL GNv OT. LD. 37.0 PSF A^.•• I .N "1. •r.•I r.• p.n. y -I•I'r"r : -.0. II.s . THI• msl.•. Iro ra•L...1 W.^e. •r Pr•n..1•D.I .glrwrl ulnLp. ..e.n. llr wrc•.I ucy •ro w •r LAI• •r••Inp r•r •,.y •crr,ecure I• L r- P-..I•IIILy.r a,,..,II,21M 0-Ig-r Per ANSI/VI I S-: wiw DUR.FAC. 1.25 FROM RF 24001deOmWDi. Swe ISO wuw SPACING 24.0" JREF- 1W4J408 -Z03 OIIsdD, FL 22927 FL COA m 279 r•"""""""'" "'° e °° "' ' p••• •ne ` ALPINE . rp.ro.a..<•e: TPI::.. [p,n.a or•: •TCA: .•.<.roo•a o:rr v, Icc: .....«••r.Douela Flcnline Lic NUnlbcr. 66648 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DINFNSIOMSI SMRMITTFD RV TRUSS NFR 1bbUZ-i1b95 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP a2 Dense Webs 2x4 SP g3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 6 2X4(Al) _ 2X4 III 2X4 III 3X4 327 - D02 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al) i 4 1-4-0 -J,-- 1-8-0 ---J LNE 1-4-0 31-J 1— 4-0-0 I 4-0-0 I 8-0-0 Over 2 Supports c Id4 gl yd R=485 U=131 W=4" R=3"011F 44RL=96/-96 IT 2-4-3 12-4-0 Design Crit: FBC2014Res/TPI-2007(STD) ' . / PLT TYP. Wave FT/RT=O%(O%)/0 0 15. 0 . 6 Y.1•. F-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• NFAD AND FOum ALL NOTES ON 7111s m aimm INFMIANT•• FURNISH THIS DRAWING 10 ALL CDNTRACTDOS INCLUDING THE INSTALLERS. Y; : T L 20.0 PSF REF R408 - - 60277 lru>ro> r.ry„re er a re.e .... I. L.rIG[InW, HA-11-9 AH-M--9, Irot.... M .ro . 9 Refar to .ro re" ; ro l .e.a,ee ., NLS1 iW..,e.ep Femeeeet S.rety Ierer.alm. by WO .ro WTCA>rrer >.rety It 1,a., 14 r ; TC L 7.0 PSF DATE 09/25/1 7eprlor-I.W aro>. M1-IaUenf In.[.I lero >II.11 pr.o,ee t.lyer.ry .r. 9 per WCSI ...— ro[.e slror-I• • ATEepaH.re .ro11 ro>. pOPOIIY .tt.aeee .tr•alNr.1 ,H..a.IeW . e °.taWre ".... prer.r •ll.te.e • DL 10.0 PSF DRW HCUSR408 17266016rWlee. Ilp. L•e•t l.ro rer p.r.•n.nt I. 1 r..ar. er I roe..r.e .9 I • ae p.r BC D I cal.... sa. n « slD.:..ppl Ie.e,. Apply pLe.. a. ..e. roe. er tru...ro pwnl.n .> •ro-.......ro . • a III aro .I.t D.a.II>. roa.e .tror.l... R.r.r t. er.-1.,.:WA.: rer >t.l.e.re plot. p..,aleM. Off••. OR QP•• LL 0. 0 PSF HC-ENG SCN/DFA,w ro. • ewlum er In s,umnW Coywl.nu Gre.q lea. >rou rol r. re.p.nu el. rer .,.y e.vuuon rro. t . 7, .• .• w"*, •ey r I,uro to -11. lro Lr... It, .—lot--. -Ile ANs1/Tpl 1, or rer roro,InW, >nlpp,.W, , C •.WWR Np•WANIrWcoMAkW °.t....tI.. A w.al„W .r Lrw>e.. ' S G OT . LD . 37 . 0 PSF A —1 .. MO. Wr.WI11.111.9•, S ORAL SEQN— 782690 nW .r ••-.r Ma. Th. •1. 1Il 1.— NM ..OrA>t.e•r •r pr•/M. y .rq 111..rinW Ap.n.1.1 I Ity orl tIl V111•aro OIRe or No Th. W1tYlIIty .M Is. .r tHl. e..-In0 ry uy DUR. FAC. 1.25 FROM RFNODLoIeOalgeU., Suue ISO r..p.11.1.111E IIR ol.r Nor ANs1 m1 1 s.e.: WII p Orbn&.FL 33R37 Fer ror. lerer..a..,l 11 Am•• Weller., ro m p.W..ro tro>.... FL COA Fo z7N u.IWc• ....Iplro lt..aa.: ,p1 w•` pl..t..rW: WTCA:—.—.—.try ce-: ice: ---Douglap rleniing Lic Number: 66648 SPACING 24 .0" JREF- 1W4J408 Z03 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIOMSI SUBMITTED BY TRUSS UFR t bout-/IoaD motel-neatnrow construction -- Z535 Poinsetta Ave SANFORD, FL 327 - DD3 ) Value Set: 13B Effective 6/1/2013) 139 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP M2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP N3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC J) Han er Support Required, by others H2) = J) Special hanger required (1)2x6 SP #2 supporting member. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 41 W2X4 S 2.50 12] W2X4 S 2.5f 3-4-3 PLT TYP. Wave a LP0 L- AN ITw COMA ,W 2400 Late OmW Dr. Sm UD OrWO. FL 32137 End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 2X4[4] el 3X8 = 2X4[12] III 1-4-0 -J L-r-- 1-5-8 --J I, 4-0-0 _I 3-10-8 I 7-10-8 Over 2 Supports R=373 U=112 R- •UA1g6 RL=98/-96 • . ••• Q H=H1 O•••- S•, Design Crit: FBC2014Res/TPI-2007(STD) ? —_f • FT/RT=O%(O%)/O(0) 15 at1.Oa.06-1.0 NARNINGI•' NEAR AID FOLLON All NOTES DN iNls m mail ;r ` INFOR7AN7'• FURNISH iN15 DARNING 70 ALL CONIAAC70M IMCLIDISC THE INS7RLLCAS I•toAt • 7 ru• r ulre ertr <•re .n I•Nr.e•[Inp, N,W I.p, Anlpp.Iq. Iml•11.•M Dr•<. N. R•I•r a• •M 1 • Poll -I. -MI S. e. np Coepe.rn[ s•raly Inrsre•L.en, •y 1P1 • MICA) /er roly pro<a.eeA r. • o porfore,n• tMAe I.et a.ono In•t•I I•rA An•11 prevlee toopor•ry •r• " per SCSI. IA a- norm of I mere n•I I n.. pr r•at•e1,ee •tru<[ur•I .n. n,.,p sotto• < •I n•— . propor„ •tt e • ATEOesIInNsae•t ror p•runen[ I•tar• •rm •Int r •nNA An•.INn• w•e.nD . • va per Ia5 • no..A .ppl.cwlo. Apply :Lt..1ao . cn r.e• •. • ne Js.nt D•a•,IA, u.1 e1.• not •tlrr•.Ao b er to er• M— tSOA.i ror •t.,.e• awpl•t• pa lalen••now • '7y e• Alp.ee. . e.v n.en or 17N W e,n• Coyo.ana,. Woup Ind. wu rot a IN•por-ol• re RNsI/ip1 1, or fer •. yr aseuuan froe t O•A Orep. Any \. RO•- 1-1 An -1A Nroo 9 M —r FoDN IIAt I.Ip NI. 1r 1.1•, IMICAtoA AANNpLA1NIA of profs". —I ormll-111• pM•Io111tY wlAly Tor tM —Ign AllN.l llr •eltoDlI y u1A Ioi• of to l• Or —Mg for Any •[roetur• IN ,- iO A Nps Islu V N _ Rending D—goor per ANSI/IPI 1 S•e.2. 'r/A'Y4 M For Inloroo-o. — an.A J•b'A Nw.or•I ne M pApo • / gblpg1111 ALINE: — olpleoA —coo; TPI' •...tplmt.oro: aCA: — NA<II -,Y.c ICC • •• -Dou lB FlemingLic Number: 666 3-4 15 9-4-0 5/-/-/R/- T'jLL 20.0 PSF 41 7.0 PSF8IDLDL10.0 PSF LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 5-41.3 Scale=.5"/Ft. REF R408-- 60278 DATE 09/25/17 DRW HCUSR408 17268008 HC-ENG SCN/DF SEQN- 782685 FROM RF JREF- 1W4J408_ZO3 09/25/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR I, IDDUC-/IDyD mooe1-neatnrow t.onSTructlon -- ZDSD YOInSetta Ave JANFUNU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP A2 Dense Webs 2x4 SP A3 :W1 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC a 24" oc. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 131 W2X4 S 2.25 2X4(A1) = 3X4 = 2X4[13] III 3Z/ - LOT) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 = 1-1 7 9-4-0 B-0-0 J._1-4-%') 9-4-0 5-1-7 2-1-1 6-7-0 9-11-8 16-6-8 Over 2 Supports nauu i+i R=139 PLF U=40 PLF W=6-7-0 .S F 413 U=116 RL=20/-17 PLF . V • Note: All Plates Are 2X4 Except As Shown. O•.•! S•.• Design Crit: FBC2014Res/TPI-2007(STD) V • PLT TYP. Wave FT/RT=O%(O%)/0 0 15 1.0R1.06 .0 T !1 /-/5/-/-/R/- Scale=.375"/Ft. MARNINGI'• an AID FOU M ALL MOTES ON THIS ORAMINSI ; 0.T LLIWMANT•• FUNMISN THIS DRONING TO ALL CONTRACTORS INCLUDING TNL IMSTALLCRS. • 2D. D PSF REF R408-- 60279 lr«w r.eu,r1 lttrre C.re In r..rlC.tlnp, Nnellnp, Nlppinp. I«t•11Inp .re a •clop. Rerer to .m 1 • a« m«t rnlw .r ec51 tw Ilmnp eepee.et S.r1q Inror«um. •r Tpl .ee nCAlrrsr «Car pr.....e,rl ; JDL 7.0 PSF DATE 09/25/17 e plrlor.l,q tie,. fuletlwo. 1-1...... —11 prwlM t.per.rr w.e lop Rer pit. Unl«. ro 8topI:— N.1I «« prep., lr at.Ceee ,trmt,r,l . Iftlnp .ne «ttoo Clore W lw« . prop•Ir ll Kp ATE / DL 10.0 PSF 0 rIpIO uI1,IIp. Lm.tle« .new. I.r p.,«IIr1t I.t.r.l .«tr.ln[ 11 .1e..1w11 I,.,,. er.Clnp 1«t.11.e p1, tys p : YTfVVV DRW NCUSR408 17268002 l Q r , Ona I ;e APPIr pIa«"..co r.e. or true .ne p«,a ,... Yowl .Oov..M • p t n• lolnt O...... unI« lwt« alwr+l «. y DID ae «lops f,OA.S r.r o,lo po pl.0I11111L7111L11--r1 Alp,n.. . or ITS bllelnp Cayallont, Grelp Im. w I rot « r..prl.lel. re, w,r e« .tlee fr.1 t •. ••• LLojtA •. 0.0 PSF HC-ENG KM/DF AN IrWCOMPANY oyr'r..Iu,. to cel 1. too [Coss In Cenr oomo . ANSI/TPI 1. or to, n.IOII". ,n M,np, OR .. ln.a.Il.tl.n A Dr.tlllp of tru.w. '••..p.pp••• tG\ TOT. LD. A «.l .p till. er«lllp er —1 p.p. Il.tlp tlll. sr«111p. 1-1.. ...pt.— •fror•f iol crt *I—r M jr.ywl.l.l 11 tr «1.11 ft' w MIDI 11r It l It S pWAI 37.0 PSF SEQN- 105282 FROM RF II.w1. .0 .ra w .f GI. er«I r..p.n.l.11lcr of — Vllelnp D1.Ipn1r pow ANSI/T l 1 s.t R. N DLIR. FAC. 1.25240OIAeOrxVDT.,Sme 130 iyuBAllS1p JREF- 1W4J408_Z03 Orb -AD. FL 32937 FL COA 10219 For .er1 ,er1r«t,w.... tlll, j« pl b « P.nO1 . a.,e «e AL IMF= ..IPlnolt. t TPI: .«.tpl«t urp: MIC.Iwr.A ... ne«'bete.: lcc".=- . -Dou IB Flemin Lic Number: 66648 SPACING 24.0'I 09/25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. I lvvVc-r IODD mooe1-nearnrow LonstruCtlon -- zojo rolnsetta Ave bANPUKU, 1•L Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP A2 Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP /3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4[4] o szl - 1•01) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 28 plf at 0.00 to 28 plf at 4.58 BC- From 10 plf at 0.00 to 10 plf at 4.58 BC- 412.80 lb Conc. Load at 0.52 BC- 767.02 lb Conc. Load at 1.31 BC- 394.17 lb Conc. Load at 2.65 BC- 372.86 lb Conc. Load at 3.31 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 41 W3X4 1.75 R 1.25 61 W2X4 S 2.75 3-2 3 9-4-0 III 4X6(G1) to 4-7-0 Over 2 Supports nnlurApall, R=1270 U=322 W=4" R=850 U=221 Design Crit: FBC2014Res/TPI-2007(STD) as •• PLT TYP. Wave FT/RT=O%(O%)/0 0 151. .06 .0 OT 1 L/-/5/-/-/R/- Scale=.5"/Ft. INGI•• Ka AN• FouAN ALL KIM dM TNIS MUINGI ' • : IWMANT" FL•AISN THIS OIIANING TD ALL COMRAC,ONS INCLIIDIND THE INSTALLERS. • T LL 20.0 PSF REF R408-- 60280 Q a pD AN Itev COMPANY 2400 LAle DI0lre Dr.Sm1C 130 Tr : , r.•HIr...Lrm. .r .. r.Ar1e.Llna. •.n.11.0. M1.1n,. In.1.111 ... Arm1n. LM L m1c,m .f NCSI tr.11a10N Cniwm s.racy Inrsrme,m, •r ,I . •ICA) r.r r.cy Pr•eclem • 1 ce p.rfor.Ino u10AA funeclom In•cA 11•r. .n.11 prm,m c.•psr.ry •r•e1p p•r SCSI.Unlm. mc.a oc go • top C ra •m11 mm Properly ALL— ALrHe,arA1 •1r I l v Ana mc,m c a •m 11 mm • W.Wrly •['t'oAe • • r IN1a e111 „IN• L. I,— .1,..,, f.r p.r.•,rn` ,Ac 1 rmtr•Inc or mm w mm •rm,•o 'n•c•'1.a p.r t s • ATE I. em N] N1 er 810. .. •ppI•e.•4. Apply Ahem I. men r. er crew• .m "A1 .. - .•o-..non 0 •1 InocoleeD.c•11•. - - mcm ocmr.Im. IL•rer co armlpA ,NOA-i 1- •u,I — pl.-pm I[Im• AIp,• o. .. 1.,m .r ,,..11a,nN cmp.mnl. G..up Im. ,•.11 m1 m r..pen.I.1. ray .ny m I.LIm rrm '9 '•. , OQ`.•• N, my'r.11-r. L. ..1a Im Lrlw, ,n cmrermm..,In ANS111.I ,. • I,nN..1II I.• I.TIm a •r.e,ep er LrM•..•. r ray m,Ia w ro. y /i ••••a.. R` • a•• A Aml -."1. OrA•11q Ar CAOAr pANA 11.".0-1A rA•Illp. 11Nllmtas ..ept•IIC• N 0-fA b-, Alp 1AAA11ON rm is y or'nr V1I 1su"i1p 1 p.r AARI "I I'seeLi "'• "m •r uI• armlp r...,1y Acr,scMr. 1A ,I,I rI /O NA DL DL LL TOT. LD. 7. 0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF DATE 09/25/17 DRW HCUSR406 17268003 HC- ENG KNI/DF SEQN- 105285 DUR. FAC. 1 .25 FROM RF OFbnd•. FL 311U) FLMAro: TA For mr. ,erermL.on ... ,. w'. N.mr.1 m m p•o..ea c em W4/0111111111> ALPINE: --- .,P10. 11. Am: TpI:.-= pI„•c ar0• .TCA:... .Lry.'ca: Icc:".:. .mr. la Flcmin Lic Number: 66648 SPACING 24 . 0" JREF- 1W4J408 Z03 09/25/ 2017 THIS DEG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 16602-/1695 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL 327 - F02 ) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP p2 Dense Bot chord 2x6 SP N2 Webs 2x4 SP q3 Lt Stub Wedge 2x4 SP N3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III IU 3X6(G1) III 4-7-0 Over 2 Supports R=530 U=177 W=Y R=537 U=179 H=H1 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 4.58 BC- From 10 plf at 0.00 to 10 plf at 4.58 BC- 382.91 lb Conc. Load at 1.31, 3.31 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 3-2-3 9-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=D% O% /O(0) 15 tARNINGI— READ Am FOLLDR ALL NDrrs DR Ills m aimai IOORTAMi•• FUMISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T ru•a•a r•r•„r• • area.. e•r• ,n I•er,e•c, q, 1.•rollp. Mlppl p, .n•aalllnO er••,ry R.r•r to .1,. LSMC aro1•c•+[ ee.t,w or RCI (Re,la,nP Cew..•.n f•cy 7 I nC Inf>•.clen sy aro •.r.ty Pr•ec le•• fsrp• rf•r•,.p Tn•a• p•aeala•.. Iroun•ra wu Prwl•. t•;er.ry eraelp p•r SCSI. 1bb.. roc•. stror aep mere wll lvw PreP.rly • •elw • nl,y .ro attr ero.• WlI lrw • pr.prly rlPletoI,.q. Lae.al•.a• •Pawaa l•r p.re•nw.aYl.t •r.l•r ,rat eI ••M wll Mw Nr.e,nP 1 t.11•!tp•r 1 Mw, JJ7 pp11t. P16 Apply PI.t.. ae "Cn f.C• `r L-I .n0 Pe.Itlen ., am l..wa Dec•,1•. ,n l•PP noa •alrr..••. Mnr to ero l,q. ,ODL.E rw •uro•re Pratt w,uuw ne,r•r II''I''IIIIIUUIII JI A.P,ro. • a ,.lon er IlR Repe.p Coapa•aec• Weep 1ne. Wll ro ••pen•,el• rer any .w,aa,•n r AN ITW COMA%W erae,p, .nYl1•,lur• a ee,le aM vw• In emfer••ro• •Hn ANSI/M ,,r.r 1•r n.ro l..p, •n,pp l,p. an•T.e• A e..... er v...•w. Aewl • n N1• Rf••I.R •I e••ef P•O• I IK IIIP NI• RfwlnR. Iro le.tN .e•ept•r<e •f PMf•••I.rol •tR ln•.r li r•• p•n.1e111TY YI•ly f•f [ • 9n .np a. TT• WI[.DI11[y .ro w• .f to 1. OIe•IeO f v .,.y •[ra.tt.r. 1. 240DL41t OrXV Dr. Sk&t 130 r••psl.ls111cy N w Re11.1.0 Os lO r 1— ARSI/W T S_ 2. Olh, daFL 11117 la F.r or. ,rarer.. ,an w Tl• 1•e'• R•••r.l ro •+ P 96 •ro anw w FL COAFD27s AL IN[: w •1Pln•,a•.e.s`T I-Ple•T.sr0: RCA: w..Yel, Lry.e ICC w •.r.I)OU STATE OF cz mvp - Lic Number: 66648 L/-/ 5/-/-/R/- T LL 20.0 PSF k DL 7.0 PSF 8 DL 10.0 PSF LL 0.0 PSF TOT. LID. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 60281 DATE 09/25/17 DRW HCUSR408 17268020 HC- ENG SCN/DF SEQN- 782710 FROM RF JREF- 1W4J408_ZO3 0925/ 2017 THIS DVG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 16602-/1695 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD. FL 327 - EJ3 ) lue Set: 13B (Effective 6/1/2013) ITop chord 2x4 SP b2 Dense Bot chord 2x4 SP i2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A1) _ 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 13-10-11 R=60 U=33 1-1C-3 L R=50 U=1 12-4-0 L-E 1-4-0 -J 1 -0-0 Over 3 Support%! j o' R=216 U=59 W=8" RL=70/-35 . 00 a see. Design Crit: FBC2014Res/TPI-2007(STD) V SF •• PLT TYP. Wave FT/RT=0%(0%)/0 0 15 1. .06 .0 QT 2 L/-/5/-/-/R/- Scale=.5"/Ft. MARNINGI•• HIS AND raucr ALL NOTILA a IS Is LMI MMl •707 iIw'pr,A.T" FURNISH ,Nls D•A•IK TO ALL CDNTMC N I IILLIAIIK 1 IKIALLCK. • T LL 20.0 PSF REF R408-- 60282 r,,.w r••u,r. o•lre.e ears n I•er ,e•t ,1•` . MI1„•, on,ppin•. IMt.11l .ne er.elp ••I•r is • 11 • t wlt,•n M snsl cw.U•In• ee.Pe,'Le D. ro S."." Inror.oum. er TPI . •TCA) fer .1:1 pr.etles. • o perlor.,I,• IIMM Ienellon.. Inol.l ler. • 1 Prwl•• tey ry eroe,ll• r.r •CS1. UnIN. rol•. oloer • DL 7.0 PSF DATE 09/25/1 7 DRW HCUSR408 17266017t• a n 2 I Ir AN RW COMWWY 2i00LDleQDn eDr..SIriu130 e • -11 » Prq rl.,•LL.elp• .tree..l .n..ln„ .n• setts. ebre .e.l l » . P,M '„ . tt.e ATE ' 1•" :Il ln•• Le<•ll•n• r•. ,.r...nt 1•t. ...In .r .... 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P•D..n• tne,• .e. wr3TmnTn ,V AL.,DF• ....IPlnell. ee.. ,PI: •w p.l ..r•: •TCA: •w .trr.ee• lee:":. e..I.pml ID Fleming Llc Numbcr: 66648 SPACING 24.0" JREF- 1W4J408 Z03 09/25/2017 THIS ONG PREPARED FROM COMPU7ER INPUT (LOADS A DIMENSIONSI SUBMITTED BY TRUSS NFR 1bb0Z-i1b9S model -Heathrow Construction -- Z535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP A2 Dense Bot chord 2x4 SP A2 Dense Lt Stub Wedge 2x4 SP N3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. I_ 0-8-3 3X6(G1) III LWE 1-4-0 -J 5-0-0 Over 3 Supports R=275 U=61 W=8" RL=103/-42 327 - EJ5 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=123 U=70 R=93 U=4 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O(0) 15. 0 •. 6 Y.r3. F-/5/-/-/R/- Scale=.5"/Ft. wARNINGI •• REAR AM FIRM ALL MOM ON THIS 11111111111101 r HOWTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TD tL 20.0 PSF REF R408- - 60283 r.::: DATE 09/25/ 1 7 r.o•,r...ar.....r. ,^ rwr,e.a,.•. •.••„••.., ,,P,.•. ,..a.II, p ... aK, . R.r.r a• .w r. a a •.,al_ •r •CSI (••,I•,n• e.lp.•..a =Lear I•rsr_e,_. by TPI RTCA) r•r r.ay Pr..al_ , - r TC L 7.0 PSF a• p•rrw.,,q an... n..ee X. I.•a.I I•r. .,I.II ore.,•. a..P.r... ...e 1,q " •M I. IM I.•. —I- _,.I. Ple llr . .e^.e Aar ea r.I ._.,^. .^...aa_ . e . ,by . aK ATE DRW Hcusa408 17268012 Pr• TA LL, I,n•. 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FL 32937 FLCOAFo:7x F.r _r• .^ror...•„ • .• jb . •..•r., .e . •. ••• an•_ .•e , ALPINE:-.-.•,P,»,.-••.:`+PI• =. ;P,^.a..ro• .+oA:.-:o•...Ib •ar>.._: I« ....,«..r.p lela FICn7ine Lic N11n7be 66648 SPACING 24 . 0" JREF- 1W4J408_Z03 THIS DTYG PREPARED FROM COMPUTER INPUT !LOADS A DIMENSIONS) SURMITTFO RY TRIKS MFR 1bbUz-/1b95 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL 327 - EJ5A ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP N2 Dense wind BC DL=5.0 psf. GCpi(*/-)=0.18 Bot chord 2x4 SP ®2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) L- 1-4-0 -J 5-0-0 Over 3 Supports — R=283 U=68 W=B" RL=103/-42 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 10-6-11 R=117 U=63 2-10-3 R=89 U=3 8-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PIT TYP. Wave FT/RT=O%(O%)/0 0 15. 0 Y. F-/5/-/-/R/- Scale=.5"/Ft. sARNIMGI'• TIrAD AND FOLLOW ALL MmIES OR THIS DNARINGI' YICDRTANT•• FDIwISH THIS DRARING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a T LT 20.0 PSF REF R408 - - 60284 tr- rp .r• A— ear• n rN.......0. nan•.1p, an.pp..1g. .n•1a 111np a- •r•e1p.. 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IM ICatN .aC.pt.1m. of prafMalM•I •.pinMrinp fa- panala111tY NIaIY far [Ir aN101 alY.l.. 11r au1tNlIItY aM ..a• of [nla arNlnp fsr a.1y atrua[ur• I• w wr rwlw(w10 OUR. FAC. 1.25 FROM RF 240OLdtDmntDT.SImt150 loopirs, I[Y.r t,.a.11lalno 11—glair per ANSIArS 1 S•a.:. 01WROJI. 32937 FLCOAFD272 Far oar• .nr-roa.an 1. ,•••a papa oa "q, tn••a .aa ALPINE: aa- •1P.n•.t•.Aoa.`TPI':aa ap—L.-rp: MC: 1- y. caa: ICC" •.r•Dml ID Fleming Lic Nun ber: 66648 SPACING 24 .0" JREF- 1W4J408 ZO3 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR 1bbLIZ-/1b95 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL F e Set: 13B (Effective 6/1/2013) chord 2x4 SP N2 Dense chord 2x4 SP #2 Dense Stub Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 327 - CA ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 6 7-+ 10-2-11 JL R=-7 Rw=16 ll 3 0-8-3 T_ R=15 Rw=17 U=8 9-4-0 3X6(G1) III 1- 1-4-0 -J 1-0-0 qy r 3 S pports lllplpy/ R=162 U=60 W=8" Design Crit: FBC2014Res/TPI-2007(STD) , O ••J SF ••• PLT TYP. Wave FT/RT=O%(O%)/0(0) 15. 0 •. 6 Y.t F-/5/-/-/R/- Scale=.5"/Ft. WARMINGI•• UAD AND FOLLD• ALL ISMS a THIS MUINGI : ' NPORTANT" FIANISH ,MIS DRAWING TO ALL COMRAC,DIIS INCLUDING Txr .usimirits. b • T L 20.0 PSF REF R408-- 60285 T rew. r.y.I....trr .... In rmr..... n.ne unD. mlpp.n•, In•un.n• .......p serer to Am re j 1 • n...t..t m .m er •esI ,w..e, g ee emnt arty Inre m[.m. ey ,.I .ne MCA) III ..rety rr......... • TC L 7.0 PSF DATE 09/25/17 e p......Inpl[n... r...ea.m. In.tAllore • I pre".e. aeAper•ry Zz'", per DCSI. eN..... mtm ean.r..• • vAt ..,g •,m eo 1— t e . rrM r.y . 1— r . ATE r •I." :".,n•.' LK.a.en..ne. `I., per... na er .m• M:.. N -: 9 . ....b`p.r .0 DL 10.0 PSF DRW HCUSR408 17268011 m• •a •, er •Io. A. WI I.m... App.y pIAu.Ia..an'r.e. er tr..• one pm.t.m A, At— Q M`lA.nl DetV1e..n 1A.• m[m .l Mr.l... lever [s Or...Ige 1•DAiI.r .l.nNre pool. W..t.Am. Si • P• a A.p.m. . .. I7• •.I...Ig G..pe...nt• Gre.p 1ne. w.. m r.,pe...I... rw .ny wy..tlm r.m t '0 0 •'•. t OR%V • •• LL 0.0 PSF HC-ENG SCN/DF AN RW COMPANY ..mi.a mylA w.e npAr ire.•an. vw• In tmrorA.a..nn ANsvm L .r rev n.mnp, m.ppl,g. yli,, F ••4Ao.••• ilp 0. AL NG OT.LD. 37.0 PSF SEQN— 782688 A WI -"1. lrml.g a er.IAr pA•• I.KI.g MIA WITHlrg. I"INAtm AemptAr.:A sr pr•fmA.AMI A.gIMAr. / / rA.pe..lA...ty rev tnA —I,. A.Ie.. 7%. A.Itm.. sty •AA ..AA At -1..rm.n• r— A"Atrtit.re . ro /N/ 4(OLAeOmWDr..Sua I30 r..ps.AIAl.lty .r al» I.—n• 0-9— p.r ANSI/VI , S-2. /w(FMMWLLwdI DUR. FAC. 1.25 FROM RF OILmdkFL 32917 Fer mr. Inr.r..alm .ee t.I. jm . Decor. .. I,A•..ne FLCOA00279 ALPINE ....Alp—t. cm. ,I: AAA.[pIn•t nr•. MCA ....p.I,.p"•try.— ICC: .-cAAr*I)nUQIaL Flemine Lic Number 6664R SPAC I NG 24.0" JREF- 1W4J408_ZO3 THIS 1111111 PRFPARFO FRIBA CIIMPIITFR IMPIIT nnenc A nluFllclnuct ClIRUITTFh Ry Tpucc ucR 1bbUZ-/1595 Model -Heathrow Construction -- 2535 Polnsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) ITop chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nalls(0.162"x3.5"), toe nailed at Bot chord. R=-31 Rw=32 U=42 327 - CJ1A ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. 0- 12-10-11T1- R=9 Rw=19 U=14 12-4-0 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1- 1-4-0 aJ 1-0-0 v r 3 S pports InIfte' R=190 U=79 W=8" r s aai4 RL=37/-28 O•vv.•• • ••..•/{•'l/ Design Crit: FBC2014Res/TPI-2007(STD) O •• SF••• PLT TYP. Wave FT/RT=O% O% /O(0) 15 QTV. F-/5/-/-/R/- Scale=.5"/Ft. wAaNlNcISH HIS AID roux• Au MRTR T nlls R.11DIN rI • • T L 20.0 PSF REF R408-- 60286IMPORIAMT" IUG ISM THIS D.A.INC 10 ALL CONTRACTORSTOAS I.LLUDI.D THE INSTALLERS • ` • srlole r als. a so .r. n f..r ,eot.ngi Mnallnp, .n.pp. ng, n.toll.ng on• ..e.ng Aor•r a..nd o • 1R • n.`•CAI`I•.,;d.ng e.9.... S.r.ty Inr.rawalaw. ny TPI ." MCA) for .r.ty Pr.Ga.om`p ; T L 7.0 PSF DATE 09/25/17op.rforo.ng tn.v rscL.so. Into l lor% dull Pr.0 l.s tsyor.ry .roe In, per .CSI IAll..o n.a.0 otMr , ` • top chord M 11 n.ro proporl•,ntt•eM0 ^[ruetur.l .M.ln.ng .M ..Ltd. C—o W 1 11..,. • Pr.p.r,y .[[.e rp.a Ilng, l000.alon: for p.,--L rotor roo ..nL or sons l n. sr.e.,q . . aw psr .0% ATE . DL 1 0 . 0 PSF O . n..] .T •,D. o AM.lel.lo. o a r , .nd.. • . DRW HCUSR408 17266025 n Apply r,r to a ee roe• •r paw lot, ..w. 1I1I anot o.nc..ao.. notaw otn.r.. Ps e.r.r t. dr...q. ,Aw•z rdr a..nl.rd plot, paw radon.. .4 • F P • Alp.no, . d v....n of ITO 9-1ld.ng Cossorl" croup Ine. Y..0 —1 on ro.Ponb.lo ror Any dawbudn rrs t .may O •' OR`O ••• LL 0.0 PSF HC-ENG SCN/DF r.Y, p • ng.t.1 tr an. trwP .n a.nr.r..n. ..tn AMsI.T.I ,. e< ror n...l... .n 1ppl yi`SS ONAL G OT. LD. 37.0 PSF SEQN- 782676ANITWCOMnkNYIn^ull.c ran A Pr , A AMI M NI. drawing or dawor p••• I I.tlng moo .rawln•, IMlcotw .prsptonao or pr•raw.lonol onglnoorl rsp.n.l•IIItY •.Idly r.r — dawl.n .Isl. TII..ult.Dlll[y •N I...r I.I. 4awlng for A" .tr.s[ur• 1. • ' FROM RF240RLALCOFMVDr. SIMe 150 r..ion's, lllty of tn. Wilding OL.I•nor nor A.s1/WI i s.d x I jµ11,a1a DUR. FAC. 1.25 OIIAIdo.FL 32957 For .lpl..r. •nrc TPI: a,ol. ,•• 1. ..prp, awn.r.l ^• • on" ALPINE. . nd t -•' • Douela Flemine Lic Number: 66648 SPACING 24 .0" JREF- 1W4J408_ZO3aw.no,a. ... tpin.a MCA: ..dIM,Pary... lee ..•leeP.r. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED RV TRUSS MFR 1bbOZ-/1595 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lt Stub Wedge 2x4 SP #3: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. i 0-8-3 3X6(G1) III R=68 U=41 327 - 03 ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 11-2-11 9-4-0 R=55 U=0 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2-2-3 L- 1-4-0 -J 0-0 Over 3 Suppor%! j tnnlnr,f R=206 U=51 W=8" RL=70/-35 OJ•••p.. •••••• ,I Design Crit: FBC2014Res/TPI-2007(STD) a ••V aS• PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 1.Ot 6 0 TY. F-/5/-/-/R/- Scale=.5"/Ft. RARNIOIAR Alm raunN "" MOM a,His °•At • L 20.0 PSF REF R408-- 60287 IMPGIIIANI•• FLOURISH E NISMTHISDRAWING i0 ALL C•N1NAC70A5 INCLUDING GTHE INSTALLERS • • rtnw^ ropulr. .aar•.. e.ra In r.•rluul,p Nrol, p, .nlpplp, I........p .ro ......0. A.1., to .ro fo • 1 • neI.to.a ro,u.. er sc51 (w Im q ee.Pe .na S.r•a, I.rw..alon. •y ,PI .ro rrGA> r.r ..r.ay Pr.Pa,e.. Pg r ; • j L 7.0 PSF DATE 09/25/ 1 7 p. rror.,np tie^. r„neu on. In.t.1l.r. —. Pr.v1•e a•,H,..ry •r. 9 p.r SCSI 11n Ia•• roam oa11.r . • eP e11x0 .n.1I M•. pr•P.rly .ca.en.e .lree[ur.1 ^n..tn,np .ro mate• . r. •ro1I n.v • p,,,HO .aI- it • ATE • 1 •,a e.111np. L•e• 1— .ne.n fer per• , I.ter.1 ,» r. 1nt .f roa .n.11 n... Gr.c,no ,ma.11•O "r .0 DL 10.0 PSF DRW HCUSR408 17268009 roCs utleonp^ lo.. t pDs, up,1o• rp,n1DIM. ,• ro.PaPA•llbxMl•r -1 Ro•f.br •as :f .•. c^ np. trw.[ro p•rtn of 1,1e1p Ga•pae, w•,o Ie. — rot •• fw wp..y...1Iwas10n,1 ... •ewIr.ro In• I,,0y R`Q•• P LL 0. 0 PSF HC-ENG SCN/DF ywa. -1. Ce•.Ian ANS./,PI 1. eI.r n.roop—Ipp,np,wpISOA-I for PluaLPD aAIp .(Q.. ANCOMRANm . e.np .r ••••.'-•OT.LD. 37.0 PSF SE N- 782674 A -1 Ml/ plop •/•• 11•tlNI• •fslp. Indicated ••ptAC• N p.f•••1u1 r••pro leIlltyMf•I- Ar1vl D. 11• ro re.y -1 240DIACOrXVDI,SunI30 r.y.n.•ty•fa11• I•Ing u•.Iproper ANSI/11/ WI.MrI•Ip / N Sm. ,N t luti te DLIR. FAC. 1. 25 FROM RF O FLCOl 12931 F. .. r. —C,d. 1PII .-• p j.e pw,er. 1 .. P•N• •^• t ...e • DOURIB Flemine Lic Number• 66648 SPACING 24 .0" JREF- 1W4J408 ZO3 FL COA 1027H ALPINE : •w •IPIro It..es `,pl: .w aPl ma pRCA: .roiai..ee.,,.,,.ary IGC w..1eeY1e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16602-/1695 Model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD. FL 327 - CJ3A ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) - 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=60 U=33 13-10-11 1-1 -3 1 12-4-0 R=50 U=1 L- 1-4-0 -J 0-0 Over 3 Supports IIIpIO)!!Iq!! R=216 U=59 W=8" RL=70/-35 OO •'•• • •' i' i Design Crit: FBC2014Res/TPI-2007(STD) ••• S'••' PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 ST F-/5/-/-/R/- Scale=.5"/Ft. WARNINGI" READ AID FOLLOW ALL —1 0 TNIS DRAWING1 R REF R408-- 60288IMPORTANT" FURNISH TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER] i — L 20.0 PSF lru.w r.p., r• •rar••s or• In b.rluunR. D.IMIInp, •nlpplq, y TPIIIp •M •r•c I•R. br.r t. •M rc • Ri i M Lt•.t .eal• •r ex51 MMbII.,p G•.p....t S.r.ay I.r«.aL by lyl .•..TGA> r•r ..ray pr•eale„ , • TC L 7.0 PSF DATE 09/25/17p•rr.r.Ip aM•• ru.eal•Ir.. In•uII•r. WII or.•Ie• L. r•ry .r-9 per KSI Un I•.. rotM •an•r , tp a «. LII » pr•p.rly .aa.e . •tract r.I .•..a.19 ... •.tt_ —r• ,..I I » . pr.p.rly .aa. ,o: ATEr1p.. e.II.nO L•e• 6— Al— f•r p.r.•II.•t I•t.r•I r•.t r.I•t .r w.. —II II.•. «.e.•p I..t.II•. p.r x : DL 10.0 PSF DRW HCUSR408 172680246=00 r R1D •. •W1 NI.. Apply PI•a•. a. •Hew r•e. .r tr». •M ps.Itl•n •• .II•.. Hew• .— •., m .. rot.. •tn.r.,w R.— I..rwl IRDA.] r« ...M•r. pbu pw lt,.Il•• 09 •• 9 A,,, ...,.I•• .r IT. d.I.I•p C••p•I•I•t• Gr..p I.e. -API rot .. r•.p•.•I.I• t« A" ..•I.t,.• I— In S, ,• c( R\OP•• LL 0.0 PSF HC-ENG SCN/DF r..Ilq. •.y'1;': r t. emu. — tr. - e•«•rN. * -tII ANSIn 1 T. •r f« M•Mu • p. NIM Iry. ••1.Nr1..••• AN ITWCOMR4NY .ma•II•aI•• A .r• M sr Lr--. 'N,SS ONAL N6 OT. LD. 37.0 PSF SEQN- 782673 A —1 M GI• .r—P.9 •r .Mr p". 11-1.0 VIM. RrR•IIHO. 1_1. ..INIpL•IN:. •f pr.fH,••IMI.I H•q IO••rinp / r..pM•I.1I Ity •sl•ly f« tN• .r+1R. 1—D . TTr _I_ l lty — Is• f GI• —.9 f« •ry •trtetur• 1• " pa- JREF- 1W4J408 Z03 240D18e0MVDI..SURE U0 r•.psl....... y.r w 1611-9 D-.9- p•r ANSI"PI T S-2. I;;,,00 DUR. FAC. 1 .25 FROM RF DIA 60L 32937 F« .•r. I•r«.•a I —I I.,•• R••.r.I •• a .,.... FLMA10279 ALINE: »•.•Ipin•,a•.e..: TpI: w• r.,p...... rp. WItA 'py.e... MCC :.Iee..r.Douela Flemille Lic Number: 66648 SPACING 24.0_ THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. L Ioovc-ilova mooel-neatnrow L,onstructlon -- L,3, rOlnSetta Ave bANVUNU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP B2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL-5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 0-4-3 i 2X4(A1) _ 1,,-- 1-10-10 -J k4-2-3 Over 3 Supports R=163 U=103 W=5.688" JZ 1 - M.33 ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 pIf at 0.00 to 2 plf at 4.18 BC- From 0 pIf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 4.18 TC- -18.70 lb Conc. Load at 1.42 BC- 18.26 lb Conc. Load at 1.42 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=32 U=13 R=70 U=8 13-10-6 1-9-14 12-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. aTY. /-/5/-/-/R/- Scale=.5"/Ft. WARNINGI" OEM AND FOLLOW ALL MOM a fl1IS DRARINGI • • TC L 20.0 PSF REF R408-- 60289INFORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS • • ror 1• >• r••u,re • craw urA ,n re.r leell n t.. 0 • * • n,, rorollnp. w,ppin,, 1 I1p Aro Mwlnp. R•f•r l >n• f I : • a wrt,w H OCSI (W,Imn, C•iyn•na S•Isty Inrerwa,w, .rT I •ro NTCA) ror >.f•[y :reecho' L 7.0 PSF DATE 09/25/17 o p•rfwA,n, t11•w Iuntalon> Irot•11•r• .N 1 provlro tAApor•fy . etl,I, per RCSI Vnlw. rotor •arorel ' • 7 lop t •MII NW Properly • 11M •trot[ 1 Wanlp Aro ro a ror• >roll ro > pr•p•rly •ttet r pI•allnp. Lro•a I•ro wo.ntfor pArwlwlt"le[er> rs Alnt slteAD> >roll rove .r.e lnp In>[•Ilw per en. R] R7 •r R,D. •> Ppp11c..1•. I , p • ATE . DL 10.0 PSF DRW Hcusa40e 17268007 App , p1a`e w wtn ra. er tr »..pe.ltlon ...n•.n .row .ro •' LL 0.0 PSF HC-ENG SCN/DFO n:aJe lnt Dsu,l>. In le•• roaw mror•,w Refer arw lnp> ,fOA-i fa u• pleu pe•Ia1on. •• //// PLGDDI MAIn•. . alrl. >` In Rol lm Ce swn > crPy 1 = ^ .11 rot ro r»pon>I . I- > y eev,.um rrp. to D •••• `OR,O •••• p. wy fA ee A ro,1d air r In emr-we rt ANSI/TPI a, f.r a Ilp, >nlppin,, y-TtI • , ` • AN ITWCOMAANv "roa.11-m A .r•t1n, .r LrH>w> . •......•• OT. LD. 37.0 PSF SE N- 104705IArr1 I I Ity ro CAI. •,Nall•, •r e•..r FAO. IIK III, -1" •rw111,, 11101t.tw . pu- r pre/w.Irl .1qI rr 0.The 111, y/ Sy/O i • rA.prl.l l ltY wlely f.r tro rl.11A 1. The.HII AA.,IRA r Ar tNl. •r..In, rK .ny Atr1Cf..1. 2400Idr 00W Dr. SuAr ISO rrope,IAl.l11[y .r w RNI1.1,q Dro101Ar pAr ARSI/T 1 , :.t.:. IunroFw v+p DUR . FAC . 1.25 FROM RF Odx& FL 32937 F.r wrA Inr.r..t1ro III1> fie.'• ,.n.r•1 ro •> wo. w• anew ....1tw: FLCOAro27B ALPINE •---..1plro.a..te.: TPI...: [P.- er,. RTCA ..:..Clrol..try.tro: ICI:... Ittwr•1310UQla Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W4J408_Z03 THIS DING PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR lbbuz-11byb model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP a2 Dense Bot chord 2x4 SP R2 Dense Lt Stub Wedge 2x4 SP #3: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 327 - HJ5 ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 7.01 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 7.01 TC- -5.91 lb Conc. Load at 1.41 TC- 136.64 lb Conc. Load at 4.24 BC- 29.21 lb Conc. Load at 1.41 BC- 110.00 lb Conc. Load at 4.24 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=85 U=42 R=130 U=3 3X6(G1) III LN:- 1-10-10 -J I cc 7-0-2 Over 3 Supports R=232 U=94 W=10.564" 12-2-7 3-1 15 9-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O(0) 15. 1.01.06 0 TY. /-/5/-/-/R/- Scale=.S"/Ft. WARNINGI•• 101E AND FouTO ALL ND1[s a iH.sINCLUDING 7TC L 20.0 PSF REF R408-- 60290 IOVRIANT" FURNISH 71115 DRAWING 70 ALL MOTU ON T IM M=PN iNC IMS7ALL[RS. • • i ru••-• copal.• • arc• C•r In f•.r.••l,np[ Mrl Ip M.PPIM. ........ V •r . -a.. R.f.r is •r I 1 • * aMIarar.alr.r KSI IRu,la.p •„•„ s.f.ay ,.f.rra,r. by n, rTEA>'f.r f.ay Prral... 1 ' L 7 .0 PSF DATE 09/25/17 s P•rr•r.,np aM•..yea..,.•. Inaal•r• wII M•-Ir a•.•.r•ry .• 9 p-r KS Nnlr• near saMr., y caeca •MI1 Mw ProPsr ly •ca•eM• •aryaura Mran.np •r Mllr eMr• w1I M» • Pr•prly •aa•e i e., Ilnp. Lr.alr, wr f.r P.rr...a La.ra rrar.,nl .f .... w1I M» •rr.np .,..aalr P•r .p ; ATE . DL 10.0 PSF DRW HcusRaoe n2seols r „.... • PPuu•I•. APPIy PI•a•. a. r.e..f lr»..r P..,alr .• M.. ......rcl LL 0.0 PSF HC-ENG SCN/DF LM2aMa'•Ina D•c•,1•. . Iw. oar Barra.. br•r a• errlwu M i rw •a.r.ra PI•a• P•aur.. f OQ• IILA' AlPlr. • e,.. u.r or I77 mua,np C•e,r..a• tray Ir l w r•.po,.am• rw •Ly a•.,1•ur r.r a : _ O OR` . f•.lure [ WII• lM lr»• In err.rN.,s• •.l. AM$1/TPI ,, or rsf Mrl,p, Mlpp.p, 'Gy .• •. ANITWCOMMNYIr.... a.ry A er.... .f ary-• ( ••••.• A wI .• snl..rrl q .r ..», pep• II.s,.R IJ,. Nr••Ilq. IMle.ar .ee.Pa.....I •I.rr.IMHI 'yi " OT . LD. 37.0 PSF SEQN- 782694 r•• P.n.Ia slay lay•..lyn •Irr. 7M wlcwlllq •IIN -•• sr 1• srrinp I- ally Aar.,M--I. ODLNAeOIa Di.. Suite Iso r--.r.I.I I IL, ., cr,r ..I I.In, a.l,,.r NA' DUR . FAC . 1 .25 FROM RF CrbW FL 32937 f.r rr- Iaorra,r .•• 1• j..•. •-.ora r r "p..r an-.e .•. rsnnruwaso+ FL MA10 278 ALPINE:..- •IPIn-la-Per: TPI ... .rp Ria:... •.e l.•,•Lry.e IM B--Douplak Flemme Llc Number: 66648 SPACING 24.0" JREF- 1W4J408_ZO3 THIS D1G PREPARED FROU GDNPOTER INPUT (LDADS A nluFm%inuSA SORNITTFn RV TDIrcc UFO lbbuz-/lb'Jb model -Heathrow Construction -- 2535 Poinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 i 2X4(A1) _ 327 - HJ15A ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 7.01 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 7.01 TC- -18.70 lb Conc. Load at 1.41 TC- 119.97 lb Conc. Load at 4.24 BC- 18.26 lb Conc. Load at 1.41 BC- 100.62 lb Conc. Load at 4.24 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=72 U=36 R=124 U=B L. 1-10-10 -J I cc- 7-0-2 Over 3 Supports R=237 U=137 W=10.564" YOOPS'••' Design Crit: FBC2014Res/TPI-2007(STD) , PLT TYP. Wave FT/RT=O%(O%)/0 0 15. 1.01.06 0 TY. 5/-/-/R/- Scale=.5"/Ft. 1ARNINGI•• READ AID FOIM ALL MOM DN 7NIs ORANINDI 7IOOITANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Q Tylr L 20.0 PSF REF R408 - - 60291 f. n b.r,atl Mnoun•, • n,W,nO. y TPIl, np ..• ..e,nY. R.Lr a .n• r ; bl;o„p e.4.Mnt s.f.[y Inrw..um, .y Tn .• WIu)'r.r r.tr pra[,t.. ji L 7.0 PSF DATE D9/25/17p.rl.r.In• tn..• funet,.n.. 1-1 0:" -, prey,•. t. ..ry w 1t perIICSI. IA.I.., n.[.. ° Mr, 1°" 1° YOtp.:p°".,w.,,°".:"'°° " ATE DRW HCUSR408 17268001 r • ,1 " Lee r p.r..Mnl°I r.l°r. .1I... . IM per ' DL 10.0 PSF I r2' L e[. w.. D]u v'.onD,D.• . vnllt.nle. Nroly pl.t., t° ..w e'. p° r [ r.,. , •n°.n A. lM J.,M D.l• „^, ,nI• Mlw •ansr•,.o. R.f.r to •r..,np. 1ROA•S fsr •[u,.. O°plea p°.Itlon.°eO"° °M A Ip,M. • , or I7N Ru,I.,nN Copwl.nt. Group Ine t M rmpon.,.1. ra •ny My,.l,on rrs to 1 • •• Jn D •••P` OR,O LL 0.0 PSF HC-ENG SCN/DF AN ITw cOMAkW nyI. t for..nto .,ln ANSI/TPI 1, or for M 11,1p, •n, II.[, on .r.e,np or 1+ww. ^O ' ro• T{i , Ij ° 1•°. R••°•° s' V OT.LD. 37.0 PSF SEQN- 782693 A wol M G1. •r..ln• .r .Mf PP IIKI.D "I. At -In•. IMILAtM .0bpL AT. pr.r-1 •IAnOln••rinD r.1p. M1.111[y Yl.ly f.r tD. -On .11.... T.. WI 11 It, .,I• u.. of Ulo 0r..1,9 for any [ruC ur. 1. tom„ DLIR.FAC. 1.25 24ODLde0nWDr.SuiNIS0 r..p.n.I.111[r .fw.,I I•InD D-.W-per ANSIMI I S•t.i. 4 FROM RF OHNIdo, FL 32A37 FL COA FD 27D N. F.r . ore , nrerMt..,..00 n,. Jm•. OOMr. .. p.R..M aro^o ... ALPINE: ow.., p, M,a•t... TPN: ...tp.n.l..rp: WICK: '...=„a..try.t°.. ICC ":.. r•p0UQla Flcn7in I_ic NIIIl7bCr: 66648 SPACING 24.0" JREF- 1W4J408 Z03 U9f25/2017 Gable Stud Reinforcement Detail ASCE 7-10: i40 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 11rt 120 mph Wind Speed, 15' Noon Height, Partially Enclosed. Exposure C. Czt = 1.00 Dr, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure, D. Sz t • 1.01) nr. Inn nnh vina cn.aa 15' A+nnn lrntn" Pnrfinll_ r..nnr..rn m V• - tM S 2'.BruceBroce Goble Vertical pocing Species Grode No Braces 1) 1.4 'L' Bruce • 1) 2x4 -L' Broce • 2) 2x4 'L' Brace •• 1) 2x6 'L• Bruce • 2) 2x6 •L' BrncP Group A Group B Group A Group B Group A Group B Group A Group 8 Group A Group B 0) Q) J U O a U pSI- F IJ i ' flf 01 / 02 4' 3• 7. 3• 7' 7• B' 7' III ID' 1st' D' 1 14' 0• 14• D' 14. 0' 03 4. 1' 6' 7• 7' 1' 8' S. 8' ID' 10, 11 ID' 61 13' 4' 13' 10' 14• D' 14' D' Stud 4' 1' 6' 7' 7' D' S' 6• 8' 10, 1D' 11 1D' 61 13' 4' 13' 10' 14' D' 14' G' Stondord 4' 1' S. 8' 6' 0' 7. 7• S' 1• 1D' 1' ID' 6' 11' 10' 12, 8' 14. 0• 14' D' S P rDI L 01 4' G- 7' 4' 7' 8' e' e' 9' D' ID' 4' ID' 9' 13' S' 14' D' 14. 0' 14' 0' 02 4' 3' 7' 3- 7' 7' e' 7' e' )1' ID' 3' 1st' D' 13' 6' 1 14' 0' 14' D' 14' 0' 03 4. 2• 6' D• 6' 4• T 11' 8' 6' ID' 2' 10171 12' S' 13' 4' 14. 0' t4. 0' Stud 4' 2• 6' G' 6' 4' 7' H, D' 6' ID' 21 1st' 71 12, S' 13' 40 14' 0' 14' 0' Standard 4' D' S' 3' 5' 71 7' 0' 7. 61 9' 61 10, 2' 13' D 11' 1st' 14' 0• 14. 0' U 0) U O 24 pSf rf qI / 02 4' 11' S' 4' D' D• 9' 10, 10' 3' 11' e' le, 2' 14' D' 14. 0' 14' 0' 14' 0' 43 4. 8' 8' 1' 8' S' 9' S' 1 10' I• 111 7• 12, 1' 14' D' 14• D' 14. 0' 14' 0' Stud 4' 8' S' 1' 8' G' 9' S' 1st. I* 11' 7• 12. 1' 14' D' 14, 0' 14' D' 14' D' S'.ondc-d 4' B' 6' 1i' 7 5' 9' 3• 9' 11' 11. 7• 12. 1' 14' 0' 14' 0' 14• D' 14' D' S I- DFL III 5' 1• e' 5' B' 91 9' 11• 111' 4• 11' 10' 12' 4 14. 0' 14' 0' 14' 0' 14 0• 02 4' 11• 8' 4' D' S' 9' 1st• 10, 3' 11' 8• 12' 2' 14' 0' 14' 0' 14' 0' 14' D' 03 4' 9' 7' 4- 7. 9' 9' 9' 1st' 2' 11' 8• 12. 1' 14. 0' j4. 0• i4' 0• 14' 0• Stud 4' 9' 7' 4' 7. 9' 9' 9' 1D• 2' 11' 8• 12, 1' 14' 0' 14' C' 14' 0' 14' 0' Standard 4- S' 6' 5' 6. 1D• 8' 7• 9' 21 11. 71 12, 11 13' 6' 14' D' 14. 0' 14' D' Q d X 0 Z U O rxi 4 S 1-j fr t J C 1 11 111 / 02 5' 51 9' 2- 9' 6' ID' ID- 11' 3' 11' D• 13' 5• 14' 0' 14' D• 14• D' 14' D• 03 S. 1' 9' D' 9' 4' 10, S' I1' 1' 12, 9' IT 3- 14. 0- 14' 0' 14' 0' 14. 0• Stud 5' 1' 9' 0' 9' 4' ID' 8' 11' 1' 12' 9- IT 3- 14' D' 14' 0- 14' 0' 14. 0- Standard 5' 1' 8' 0' 8' 6' 10, 8' 1, 1' 12, 9' 13' 3' 14. 0' 14' 0' 14' D' 14' D' S P Df L 01 5' e' 9' 3' 9' D• f0' it' 11' 4• 13' D' 13' 6' 14' D' 14' D' 14. 0' 14' 0' 02 5' 5' 9' 2' 9' 6' 10' 1st' 11' 3' le, 11' IT 5• 14' 0' 14' 0' 14' 0' 14' 01 03 5' 3' D' 5' 9' 0' ID' 9' 11' 2' le, 1D' 13' 4' 14' D' 14. 0' 14' 0• Stud 5' 3' S' S' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' D' I4' 0' 14. 0' 14. 0' Stondore 5. 1• 7' S' 1 7' 11' 1 9' 11' ID' 7• 1 12' 9' 13' 3• 1 14' D' 1 14' 0 14. 0' 14 p Bracing Group Species and Grades. Group A: S n•e@-Pino- fIr Hen-ri, it Vie Standard It Stud Stud •] Standard Sountas rir-Larch Southern Pint.••• 03 Stud Stud Standard Standard Group Bt Hen- rir at L Die 1 os rtr-Larch Southern Nor... F77• 1 •1 2 • 2 1. 4 Broces shall be S88 [Stress -Rated hoard). For 1.4 So Pin@ use only Industriot 55 or Industrbl 45 StrrSs- %lvO Boards. Group B voluvs may to used .ith these rades. Goble Truss Detoil Notes. Wind Load deflection criterion Is ULM, Provide upitft connections for 55 per over continuous beo• Lnp (5 psf )C Dead Load). Goble end supports load fron 4' 0' outloolters ttn A" D' overnang, or 12' ply.00d overhorg n ut Attach 'L• braces .ith 10d t0.12B'.3.0' nln) nolls. for (1) ' L' oraCrr space s at ' me. able TrussI :i In 1S' end zones and nod2 4' ME. bet. ern zones. iS"Tor te) ' L' bract-.- space noBs of ]' oc. Dbgonal bra[- option. r r) In IS' end zones and V ac. bet.ren zones. rertkal It.ngtAnay1» T doubled .hen doOonot [ 7IB' R -L- bracing nest be o ninlnun of BDz of .pb brace Is used Connect t ^ mrnber length o)ogonal brace for 4500 1 1 r at each end Ito. .ob BrLce Goble Vertical Plate Sizes total length Is I4•, ZeX ,t Vertkat Lenoth Ab S ice 2.4 Dr- L 62 or Lrsc than 4' It- IIX4 or ex] better doponot 1" Greater than 4' 0' 3x4 Vertical length shO. n , brace[ staple In table above. or double cut 81• L / 145 dos sho.n) of L 1 : de 1 S l /Q n ( • Refer to ttuvan truss d@slgn far upper end `V• • Li j LiI ``• '- -•, peoM, spike. and heel plates. Vv r-• ontlnuou• p• S •• / Refer to the Bustdvig Designer for condition Connect of onoof 17 n rot addressed by this detest. nbbotnt of gvertleol .rb. Refer to chart above or r• x g e v -tic• le th. VAwmrn. RI'AD WO 111111V ALL HIIrS Di VMS WAVINGN •7AT QpREF ASCE7- ID- GAB14015 IIM•/IANI.• rtAIxIS" IMS CDAVDfi to ALL CUIIPACIMS I1b.UD11G 1W IISIAILI'11i 7•fV •a&, r.tr ter, ' f.brtca wn6' • dap. np, splrp, hsteKnp ord b•Z' hfrr to eM •fo11a. tM 4trft edition at- tCSlitwd•p taroo.vnt s.r.q fi.wstkh ey sPt .•oSstA) rorSLDATE 10/01/14 tut-. arb toerrrar-1np vrs. old et nA. tn•t.n at awe yerY. t .•t b.&p Pr. asL >i 1•thl•.. robd otM••hw, lap [rod A.a w.. Pr•p.rt) •tt.tMs .,rrrlva .M.v:np .ro ea,ta. tros • . DRWG A14015ENC10ID14 wrproperly .11.tMdrrffpplIddtrsthpLoret'onr .ro.n for per -.rent lotrrol rratront of @/I(1j jjj Ill sap are ererinp fn":." per BCSI artti + N. B7 or III%...ltplt.b+e. Apply W.V., to earn tear 11'I 1'--) of taws ..rd bT, 1(4 oa V n to.orr erd on 1M Joint M1eLr. vlraa rotre o1Mr.tae. • C A r' II _. ..) t'rt.. 10 d•..Ing. t6M-f for ate.d..d pt.1r poaI 4- h • • Alin . dtrbin of IIW Strldnp Corponrnts Grae Try. Sr4D rot tr r%mmRlr for o drrratlon fr ^^ / p ItA f1W CU. V.PA.%Ninls d.e:ra any (.Corr to bL" ter truss to conrorwncw .Itn jLW..IPI I. or for rord np .nppLp. Lei o^ • . 011`O •• N r AX. 1 DT. L D. 60 PSr mtdDAtlen t Pe-% of A* F# y A. fir S1 i A sal anthisdr..otp at- rerw troy L tt.p t+4s wa.bp Adrotra orrrptonrr of yor-amol--- 13723 Swto20bt1po4Ddvs .npwrr. art rraporrc'K th sday For tlr f tpn Q fthAdW Inn aul, W •ro wr or this to.hp r/r Srl•200 fn any serer tore k the rrapawafD•My d tM Vbrp QSgMr per AAS111P1 1 SKP. H 1619"nd H• hft, MO 6)04) rir ror- tntar• tlen see Ws job's gent f rotes POW end thOSO evb di•P ID ALPmir ...•IpA+rit. cory 1Ph ... tdn.tarW SKA......ectnwclryerD, ME, ...Jccwrrprp MAX. SPACING 24.0' 09/25/2017 T• Reinforcing Member Goble truss Gable Detail For Let -in Verticals ble Truss Plote Sizes propriote Alpine gable detail for e. sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use o to that covers the total area of Doped plates to soon the web. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nails• IDd Common (0.148'. 3.',nin) Nails of 4' O.C. plus 4) nails in the top and bottom chords Toenailed Nails, IDd Common (0.148'x3%min) Toenails at 4• O.C. plus 14) toenails in the lop and bottom chards. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detail Drawings A13015051D14, A12015051014, A11015051014, AIOD15051014, A14015051014, A13D3D051014, A1203OD51014, A11030051014, A10030D51014, A14030051014 ASCE 7-10 Goble Detail Drowings A11515ENCIO1014, A12015ENCIOID14, A14015ENC101014, A16015ENC1D1014, A18015ENCIO1014, A20015ENC101014, A2DD15END1D1014, A20015PEDIOIDI4, A11530CNCI01014, A12030ENCI01014, A1403DENCID1014. A1603DENCID1014, A1BD30ENC101014, A2003DENCIOIDI4, A20030ENDiDIOS4. A20030PEDIDID14 S11515ENC100815, S12015ENC10g815, S14015ENC100815. S16015ENCID0815, S1BD15ENCIOD815, S2DO15ENCIOD815, S20015ENDI008I5. S20D1 Am 1 SIB03DENC100815. S2 03 ENC OO815, S2003 E.rr— NI 815S'2MC 0IL See appropriate Alpine gable detail for maximum T' Reinforcement Attochnent Detail 1' Reinforcing '1' Reinforcing Member Member lop- noil - Dr - Encl-nod To convert from 'L' to 'T' reinforcing members, multiply ' T' increo se 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 notch size, specie, and grode of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example. ASCE 7-10 Wind Speed a 120 mph Mean Roof Height = 30 Ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T• Brace Increase (from Above) = 30% = 1.3D 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Goble Vertical Length 1. 30 x 8' 7' = 11' 2' T' Reinf. Mbr. Size T• Increase 2x4 30 2x6 20 Q : 64w•VAPNINW• ROAD AND fmLw AL WIE& ON INIS DRAVINfJ C •7AT REF - IN V_ ERT_ IIWORtANI.. fI1PNISW IMis DRAWING 10 ALL CONIRACIOIS INCLUDING INE INSIALLERS, • Irussr require e•trena are in fsbrketig, Mndlvg, shpp.rg, Wtollnp and bream Ref" to ej j iM taut edition RttI fSu sleety eW (or •Peaty•-s ;DATE LET 10/ 03/14p,4#55 ilroseeing fun ion Installers all prnation.ovidea ar rR rsprbrtoprrforNnptMsafunslion[ Ins tellers shell yovidr tenporory brocnp per SCSI. •%KOJI noted oth rdsr, too chord &Neil hove properly attached street tMotN,g end eouon cho DRWG GBLLET1N1014 snailhouDroPrrlyettaehrtlrlpMtrRinpLoealbn& &hewn ear per nan.nl le t.ral r.&tralnt of .rbt: : ' n O ^ pI Q IIII I1^I\\v II1I11 ALLIEtMll hour be aClnp Installedpar SCSI tat ti0ns 23. 07 or 010. as applicable. Apply plate' to each fen A oftrussendPOSAlanasshownobavrandantheJointCataPs, unle&& noted othrrdcr. e R, far to Ore.inps 16W-: for &te.Word dole Posltbns. Q AN ( TW COMPANY Mom' a division of Ilv lusrtnp eonponrnts Grow Inc Shell rot be responsible for any drvbtbn fr, e 7OA •Win` OR`O ••i• a t5aItrtlonglanymA eeinp of i,us rs. tnr truss in eonrornorYr wire. ANslit Pi 1, or for handling. &IJpplrq. Q i aaar••I•`a•••a (•A`` IAX. TOT. LD. 60 PSF Seel on this dr InD or cover pep, listing tows dro.b.g. loWcales accrplanc, of professional ey lM design 1M rope13723R,verpon Delve Suds iW for an no she n sthsolelyrespsullab&Ily And use of this dre.InpS i G for any strut lure Is lM responsibility of the Building Designer pre ANSIy1P1 1 SrC2 H DUR. FAC. ANY Marybnd Heights, MO$3043 roe ..ore fer-notbn se. this job's grnaral notes page and these .ab s.tes. MAX. SPACING 24.0' ALPINE....oldneh.con, IN, . .tp %argr SKA.....sbcinductryorB, ICC....kcsefaorg 1 o9nsnoi7