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HomeMy WebLinkAbout2539 Poinsetta Ave 17-2994THIS INSTRU REPAR Y: Name b . rI Address n n rm .? NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT NALOYP SEMINOLE COUNTY CLEi,c ..IF CIRCUIT COURT h COMPTROLLER SK 9004• Fs 1444 (1F'9s ) CLERK'S T 2017102492 RECORDED 10/11;2017 03:27:02 PM RECORDING FEES $10.00 RECORDED BY hdevore Permit Number: I 1 ` 1 Parcel ID Number: O v 31 b 'O-Z — 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. DESCRIPy{Ot O ROPAtTY: (Le descrjption of the roperty nd sjreet addless if available) GENERAL DESCRIPTION OF IMPROVEMENT: .. OWNER Address: r ,7od / 6 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: r ruG// C h( 1- 0fVI Address:klkkfare-rra-. eL4? Waru F1 3a 7 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienoes Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, 1,• y 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 ATTORNEj OAyfBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. 4 `4v Under penalties of perju , I d cl a th t I have read the foregoing and that the facts stated in it are to the bet? Lyknow e n — ., `O So OA 4LQyQ '' / 0 Owwner sip re Owners Anted Name F latute 713.13(1)(9): The owner must sign the notice of commencement and no one else may be permitted to sign In his or Ira ste d h ti Q• State of 10r, County f\ 1\i D ofThe foregoing Instrument was acknowledged before me this day of ,-- 20 Z I t by [` V CI Pry ! k .,wLA J" 1 QL L / Who Is personally known to me G O Y 3 , Name of person making slat ent OR who has produced identification type of identification produced: FL /D L— 3 3 F7 i... ....,• ' zZ myTANNS11EBLANDFIotida Public . State of c NotaryGG060623CommisaEXDlres Jan 16, 2015 o 0, " 3 NSignatureIAyComm• Notaryo O as 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 #: 17-2994 Job Information Builder. Heathrow Construction Community: Lot: NA Address: 2539 Poinsetta Ave City: Sanford State: FL Zip: 32711 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 02 Inch w.g. (50 Pascals) In Climate Zones 1 and 2. Q PERFORMANCE or ERI METHOD -The building or dwelling unit shall be.tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) spocNed on Form R405-2017-Energy Calc (Performance) or R406-2017 (Ertl): 1 7.000 683 x 60 + 12006 = 3.41 Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans VPASS • Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402A.1.2 Testing. Testing shall be conducted in accordance with ANSIIRESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or Individuals licensed as set forth in Section 489.105(3)(f), (g), or (1) 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 oflidel. Testing shall be performed at any time after creation of all penetrations of the twild/ng 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, 0 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. 5. Heating and cooling systems, If Installed at the time of the test, shall be turned off. 6. Supply and return registers, It Installed at the time of the test, 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. ru.ro. Sb mee.cjru nar .. Signature of Tester. Z46»""'`"` °"b Date of Test: November 9, 2018 Printed Name of Tester Eric Struble License/Certification #: HERS Rater ID# 0757810 Issuing Authority: RESNET / FSEC 11/9/2018 9:21:53 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FSC 6th Edition (2017) Compliant Software Page 1 of 1 CITY OF SANFORD i BUILDING & FIRE PREVENTION SET ' 2017 PERMIT APPLICATION Application No: Documented Cons ruction Value: $ 1'l0'15c) 60 Job Address: 32 '4%1 fdm- ' 0flu2 3a 171 Historic District: Yes No ET Parcel ID: 010- ".S 02 -QS 06 - 014 b Residential 1 7r Commercial Type of Work: New P Addition Alteration Repair Demo Change of Use Move Description of Work: r 1 h2 S 1'tx a69A,4 f V SkNI H n wtAP . /, ., 1 /G, 0_ t( LLn.a e t vd /Z%/ it"" i4i2 Plan Review Contact Person: An4Pwnv A:k " Title: 14 401 de., > / Phone: q v. Fax: 707 3 3 / - i q? Z Email: rowears if_UC11*6r% tC Qdeon Property Owner Information Name g_ a Phone: 6 7 509 r ,/ Street: c. a / R1'i/t t- Resident of property? : /Vy City, State Zip: L&l(c Nar397 b Name Street: City, S' rmation Phone: y07 3 3!- / q q Fax: 40 -33l - Ligq State License No.: C G C Is— r o SQ3 AMOD tect/Engineer Information Name: d..["L,lrr11-7 Phone: 07 R 7 9- 6 to Z Street: -5 154 tyed un, T Fax: City, St, Zip: Save oeJ 'k 1 3a'7y1 E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 11 is ion and the code in effect as of that date: 51 Edi ' n (2014) Florida Building Code 13 43 ` ro s / /PeG Revised: June30, 2015 / nit Application 0 907, 5 00 . 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 1 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 construc)(on a/ Name Signature of Notary -State of Florida Date l l Signatur Con ctor/Agent I Print Contractor/Aggks Name at t Date `01 J ft of Nota - Rand ems'-.; 0£SOZ dd I •ww03 e 6t0i '£'J¢W e s8Jldx3 •ww03 AW and that all work will 0/1/ / 1 7 MOE :11 a wwo:) 6t0i'£ RN saJldx3 •wwo:) kA no Owner/Agent is Personally Known to e or , f act#r/Agent is , Personally Kno Produced ID t Type of ID `=Lo A %Zb, Vl 1D 1/ Type of 1D /a '+,,,,,, I, S 2 arrnnnnpma /. Z'+ is BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical [g Mechanical Ea Plumbing® Gas[-] Roof Construction Type: 46 Occupancy Use: R.3 Flood Zone: Total Sq Ft of Bldg: 164S Min. Occupancy Load: 9 C'CRtyt+rD of Stories: 1 New Construction: Electric - # of Amps l 00 Plumbing - # of Fixtures 15, Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS: ZONING: 10-6-1% UTILITIES: ENGINEERING: 11-t(p4l M%FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING:_ F t2-t-A-Al Per administrative letter dated May 23, 2017 returning lots to the original platted lots of record, ok to construct single family structure as shown on plan. Per Schedule J, at least one (1) tree shall be located in the required front yard. i Revised: June 30, 2015 Permit Application Application for Paved Driveway, Sidewalk or WalkwayIncludingRight-of-Way Use & vltr 4 Landscin in Rhtof-Wa Y E- Landscaping 9YlI,i www.aanfordn. 9ov Department of Planning & Development Services ' 300 North Park Avenue, Sanford, Florida 32771 DEC Z 8 20V11 Phone:407.688.5140 Fax:407.688.5141 ue This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in acoo nce 'th_the ; A A City'sregulationsandtheattachedconstructionplansapprovedaspartofthispermit. 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 nwl -.1m bit size and location of the existing right-of-way, and use shaile provided or ap ication could be d layed. ri e4 1. Project Location/Address: fie et. vL 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Sta Date Co pletion Date ZE Emergency Repairs 4. Brief Description of Work: ' I n This application is submitted by. R'operiy owner: Signature: Print Name: 4 Address: rY 11 1-'L .3 6 Phone: 7 Fax: ' :I I ' a2 Email: I'T Date: Z Maintenance Responsibilities/ Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, 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-cf-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councllpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: statement and by signing this application I agree to its terms. Date: f 2 / 2 r/ 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. IPre -pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Zf ` Site Inspected by: Date: Special Permit Conditions: November 2015 ROW Use lhiveway.pdf REQUIRED INSPECTION SEQUENCE Bp# Address! HWLDWG PEMOiT l IIin max IIns ection IIDescri tion t O looter / Setback ZO Stemwall Foundation / Form Board.Surve Slab /' Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell O Sheathing — Walls- 50 Sheathing — Roof Roof Dry In r0 Frame O Insulation Rough In Firewall Screw Pattern O Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Buildng Final Pre -Demo Final Demo Final Sin fe Family Residence Final Building Other Emw.tr bun max IIns ection Description t Electric. Underground O Footer / Slab Steel Bond A Electric Rough T.U.G. Pre -Power Final Electric Final lVIIun max IIns ection Descril2tion1 Mechanical Rough Mechanical Final li IIin max ras ection.IIDescri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 7, .' '.. . o* , h'trY - CITY OF SANFORD i BUILDING & FIRE PREVENTION w f I 120V PERMIT APPLICATION k t3 -- Application No: - 9 Documented Cons ruction Value: S , o. Job Address: 39 `Amff-&L t ftnu2 3a -7 %1 Historic District: Yes ' No Parcel ID: (g0 - 31 "•S0 07 -mo 014 b Residential Commercial Type of Work: New )9 Addition Alteration Repair Demo Change ofUse Move Description of Work: Plan Review Contact Person: fIy YTWn V / F/(X vet fi Phone: h 7 5-0 9` q Iry / Fax: 707 3 3/ IM Z Email: Property Owner Information NameN. pie.' a • ct'!'t. Street:c. u A R- City; State Zip: 'L& A njit.r y 1 b Name Street: City, State Zip: Title: V. polf-3 ; de n Phone:'- 7 6 7 50 r Resident of property? : Alo Information Phone: 70 7- 3 3 r r / 7 `7 41 Fax: 40 - 1- 3 3 qq q ? State License No.: C G C 1S l 0 8,93 Ar hitect/ Engineer Information Name:didue', f200117Phone: 0-1 v2 r' a Street: 5 1va- 4 un t T Fax: City, St, Zip: 5 oeof 7-1 3aT-1 f - E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code d ea Revised: June30; 2015' _ "" Peiriiit 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 cc7g. a and that all work will be done in compliance with all applicable laws regulating construc on a d zo Owner/Agent is Personally Known to Produced ID t-1— Type of ID r, v-v5 I ,Ys=n S-e 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: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: / / 7_5/y -/-e-/,7WATTE WATER: FIRE: BUILDING: Revised: June 30-2015 _-_ '- --- - Peroiif Application- SCPA Parcel View: 06-20-31-502-0500-0140 Page 1 of 2 Property Record Card CFAq° Parcel: 06-20.31-502-0500-0140 ` Owner: MATONTI EUGENE A ar caoutrv,na+t Property Address: 2539 POINSETTA AVE SANFORD. FL 32773 Parcel Information Parcel 06.20-31-502-050D-0140 Owner MATONTI EUGENE A Property Address 2539 POINSETTA AVE SANFORD, FL 32773 Mailing 484 PICKFAIR TER LAKE MARY, FL 32746 Subdivision Name PALM TERRACE Tax District S1-SANFORD DOR Use Code OD -VACANT RESIDENTIAL Exemptions Legal Description LOTS 14 BLK 5 PALM TERRACE PB4PG82683 Taxes Value Summary 2017 Working Values 2016 Certified Values Valuation Method CosUMarket Cosl/Market Number of Buildings 0 0 Depreciated Bldg Value Depredated EXFT Value Land Value (Market) 9,870 16.920 Land Value Ag Just/Market Value " 9,870 16,920 Portability Adj Save Our Homes Adj s0 0 Amendment 1 Adj s0 s0 P&G Adj s0 O Assessed Value 9,870 16.920 Tax Amount without SOH: $339.00 2016 Tax Bill Amount $339.OD Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 9,870 s0 9,870 Schools 9,870 0 9,870 City Sanford 9.870 O 9.870 SJWM(Saint Johns Water Management) 9.870 0 9.870 County Bonds 9,870 0 9,870 Sales Description Date Book Page Amount Oualified Vac/Imp CORRECTIVE DEED 7/1/2004 05401 0126 100 No Vacant WARRANTY DEED 2/1/2004 05241 1263 13.300 Yes Vacant WARRANTY DEED 2/1/2004 05241 1260 13.300 Yes Vacant WARRANTY DEED 411/2000 03 441 1228 14,900 Yes Vacant IFind Comparable Sales Land 1 Frontage Depth Units Price Land ValueIMethodFONTFOOTdDEPTH126.001Units 1 210 Op 9 870 I Building Information Permits Permit 0 Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=06203150205000140 -10/11 /2017 14pis r7CityofSanford 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: 2539 Poinsetta Avenue Property Owner: Eugene Matinti Parcel identification Number: 06-20-31-502-0500-0140 Phone Number: 407.509.9740 Email: The reason for the flood plain determination is: M 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) OFPICI S ONLY 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 M 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# 17-2994 Reviewed by: Michael Cash, CFM Date: November 16, 2017 Revision j " ti !' City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date t ls l i7 Project Address: fs 3aj . Contact: Ph: Email: Trades encompassed in revision: N Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: r 1 r^I `C©M t t General description of revision: r ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0517209 Builder Name: Heathrow Construction v Street: 2539 Poinsetta Ave Permit Office: City of Sanford q I" City, State, Zip: Sanford , FL , 32711 Permit Numbe911007 .. 2 g g 4 , v ggRE COwner: Jurisdiction: Design 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 (M 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 ft2 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 I hereby certify that the plans and specifications covered by Review of the plans and srq FthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis DFa pACode. O ,/ calculation indicates compliance with the Florida Energy Code. 1 fill, •• " `'_.' $°O PREPARED BY: Before construction is completed La DATE: 05-19-17 this building will be inspected for cc - A compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. CpD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: k 12•r - 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 8:59 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: R0517209 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: 2539 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 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 8:59 AM EnergyGaugeO 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 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 ft' 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 it' 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 Height Sheathing Framing Solar Below 1 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 InslUaster 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 fl' 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 InMchen Nook 4 19 8 9 4 183.6 ft' 0 0 0.3 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 8:59 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WALLS 2 Omt Adjacent To Zia" TypeSpace 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 Omi 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. V Wall Overhang Omt ID Frame Panes NFRC V-Factor SHGC Area Depth Separation Inl Shade Screening 1 N 1 TIM Low-E Double Yes 0.65 0.35 6.0 ft' 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 It 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 It 4 in 0 ft 6 in DrapeMlinds 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 ft' 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 It 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 It 8 ft 1 INFILTRATION Scope Method SLA 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 8:59 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 ft' DUCTS J Supply — Return- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 225 W Attic 150 W Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: Coolin II ]]JanHeating [j Jan Feb ki Mar X] Feb Mar A r Ma X Jun [X] Jul May Jun j ]Jul X] AuAug Xj SeSep W Oct 0 Nov i Nov Dec DecVentingJJanjJFebMarll11111r11Jun [) Jul Aug Sep 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 8:59 AM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.65 SHGC: SHGC=0.35 b. U-Factor: N/A SHGC: c. U-Factor. N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2539 Poinsetta Ave, Sanford, FL, 32711 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1337.80 ft' b. Frame - Wood, Adjacent R=13.0 112.00 ft' 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1291.00 ft' 1291 b. N/A R= ft Area c. N/A R= ft' 180.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: Garage 6 225 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 28.6 SEER:14.00 ft' 1.333 ft. 0.350 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1291.00 ft' b. N/A R= ft' c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits 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: kBtu/hr Efficiency 28.6 HSPF:8.20 Cap: 40 gallons EF: 0.97 None 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 8:59 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 4. RECORD COPY Job: R0517209DuctSystemSummarywrightSoft' Date: 05-19-17 Entire House By: JND For: 2539 Poinsetta Ave, Sanford, FL 32711 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressurelosses 0.18 in H2O 0.18 in H2O Available static pressure 0.32 in H2O 0.32 in H2O aSupply / return available pressure 0.246 / 0.074 in H2O 0.246 / 0.074 in H2O Lowest friction rate 0.122 in/100ft 0.122 in/100ft Actual air flow 0 cfm 953 cfm Total effective length (TEL) 262 ft 0 1 7 - 2 9 9 4 Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Both c 676 0 32 0.166 4.0 Ox 0 VIFx 37.8 110.0 st2 Bedroom2 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 0x 0 VIFx 58.7 140.0 st3 Master Suite c 1810 0 86 0.125 6.0 Ox 0 VIFx 56.6 140.0 st3 Master Sulte-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) FR 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 ... FIIe%R0517209 - 2539 Poinsetta Ave%R0517209.rup Cale - MJ8 House Front faces: W 2017-May-24 16:23:18 Page 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 16:23:18 wrightSO Right -Suite® Universal 2017 17.0.10 RSU07440 Pape 2 ACQ\ . File\R0517209 - 2539 Poinsetta Ave%R0517209.n,p Cale = MJ8 House Front faces: W Manual S Compliance Report Job: R0517209 Wrightsofte P P Date: 05-19-17 Entire House By: JND For: Design Conditions RECORD COPY 2539 Poinsetta Ave, Sanford, FL 32711 Outdoor design DB: 93.0°F Sensible gain: 20866 Btuh Entering coil DB: 78.5°F Outdoor design WB: 75.2°F Latent gain: 4049 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 24915 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturers Performance Data at Actual Design Conditions Equipmenttype: SplitASHP aManufacturer: Carrier or Eqv Model: CH14NB0300000A+FB4CNActualairflow: 953 cfm Sensible capacity: 20878 Btuh 100% of load Latent capacity: 7722 Btuh 191 % of load S 9 94Totalcapacity: 28600 Btuh 115% of load SHR: 73% Design Conditions Outdoor design DB: 40.9°F Heat loss: 20274 Btuh Entering coil DB: 70.0°F 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 Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Manufacturer: Actual airflow: Output capacity: Elec strip Model: 0 cfm 8.0 kW 135% of load Temp. rise: 26 OF Meets are all requirements of ACCA Manual S. k + wrightsoft' Right-Sulte® Universal 2017 17.0.10 RSU07"0 ACCA ... File\R0517209 - 2539 Poinsetta Pue%R0517209 rup Calc = MA House Front faces: W 2017-May-19 09:00:49 Pape 1 Project Summary Job: R0517209 wrightsofr Date: 05-19.17 Entire House By: JND For: Project Information 2539 Poinsetta Ave, Sanford, FL 32711 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 Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/Ib 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 Simplified Construction quality Average Fireplaces 0 Heating Coolin Area (ft2) 1291 129 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 AHRI ref 7835429 Efficiency 8.2 HSPF Heating input Heating output 28600 Btuh @ 470F Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 31 OF Backup: Aux Heat Input = 8 kW, Output = 27297 Btuh, 100 AFUE 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. wrightSoft' Right_Suite® Universal 2017 17 0 10 RSU07440 ACCK ..File\R0517209 - 2539 Poinsetta lore\R0517209.rup Calc - MJS House Front faces: W 2017-May-19 09:08 49 Pape 1 wrightsofC Right -AD Worksheet Entire House Job: R0517209 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 heal/cod 4 5 Room dimensions Room area 1291.0 ft' 11.3 x 6.0 ft 68.0 ft' Ty Constnx:tion U-value Or HTM Area (ft) Load Area (ft) Load number BtuWft'-'F) BtuwftI) or Perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gloss N/P/S Heat cod Gross N/P/S Heat Cod 6 13A flocs 0.143 n 4.16 Z84 496 430 1789 1221 56 50 207 141 4A5.2ob 4A5-2ob 0.650 0.650 n n 18.91 18.91 15.53 15.53 12 12 0 0 227 227 185 186 6 0 0 0 113 0 93 0r:t4A5.2ob 11 4A5.2ob 0.650 0.650 n n 18.91 18.91 15.53 15.53 18 24 0 0 340 454 279 373 0 0 0 0 0 0 0 0 gyp/ G 1pJ 13A-4ocs 4AS2ob 13AAoas 0.143 0.650 0.143 a a s 4.16 16.91 4.16 Z84 34.84 Z84 223 18 502 205 2 418 NA 340 1740 582 627 1167 105 0 0 105 0 0 439 0 0 299 0 0 4A5.2ob 4A5.2obd 0.650 0.650 s s 18.91 18.91 15.53 15.97 36 48 36 39 681 908 559 762 0 0 0 0 0 0 0 0l; G 13AAOC8 4A5.2ob 11ND 0.143 0.650 0.350 w w w 4.16 18.91 10.16 2.84 34.84 10.97 112 12 24 76 1 24 315 227 244 215 418 261 0 0 0 0 0 0 0 0 0 0 0 0 P c 12C-0sw 16B-30ad 0.091 0.032 Z65 093 1.47 1.75 112 1291 112 1291 296 1202 164 2254 0 68 0 68 0 63 0 119 F 22A-cpl 0.989 28.78 0.00 1291 143 4125 0 68 17 499 0 6 c) AED excursion 0 0 Envelope loss/gain 13971 9274 1321 652 12 a) Infiltration 2877 909 348 110 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 23D 4 920 0 0 Appliances/other 32W 0 Subtotal pines 6 to 13) 16847 14303 1669 762 Less external load 0 0 0 0 14 Less transfer Redistnbution Subtotal 0 0 16647 0 0 14303 0 0 1669 0 0 762 15 Duct ads 11% 40% 1904 5744 119e 4096 189 306 Total roan bad Air required (dm) 19751 0 20047 953 1 10 1858 1069 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. IQ- wri Fetsoft- 2017-May-19 09 08:49 1. 9 Right-Suile® Universal 2017 17.0,10 RSU07440 Pape 1 File%R0517209 - 2539 Poinsetta AWR0517209.rup Cak - MJ8 House Front faces: W wrightsofr Right -AD Worksheet Entire House Job: ROSIT209 Date: 05-19-17 By: JND 1 Room name Master Suite Mwic 2 Exposed wall 28.3 ft 5.3 ft 3 Room heigM 9.3 ft heat/cod 9.3 it heat/cool 4 5 Room dimensions Room am 12.7 x 15.7 ft 198.4 ft' 9.0 x 5.3 It 48.0 il' Ty Construction U-value Or HTM Area (111) Load Area (ft") Load number BlutVfl'-'F) Btuwftj) or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A4ocs 0.143 n 4.16 Z54 0 0 0 0 0 0 0 0 4A5.20b 4A5.2ob 0.650 0.650 n n 16.91 18.91 15.53 15.53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4AS-2ob 4AS-lob 0.650 0.6W 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 1qJ 13A4ocs 4A5-2ob 13A4ocs 0.143 0.650 0.143 a a s 4.16 18.91 4.16 2.84 34.84 Z54 Ilea 18 146 100 2 128 415 340 531 283 627 362 0 0 50 0 0 50 0 0 205 0 0 141 6 1 V LAG^ 4A5.2ob 4A5.2obd 0.6501 0.650 s 18.91 18.91 15.53 15.87 18 0 18 0 340 0 Z79 0 0 0 0 0 0 0 0 0 13A4ocs 4A5.2ob 11NO 0.143 0.650 0.350 w w w 4.16 18.91 10.18 Z84 3484 1087 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P C 12C Osw 1613-30ad 0.091 0.032 Z65 0.93 1.47 1.75 0 196 0 198 0 185 0 346 0 48 0 4a 0 45 0 84 F 2ZAcp1 0.989 28.78 0.00 198 26 015 0 48 5 153 0 6 c) AED excursion 0 0 Envelope loWgain 2628 1899 405 225 12 a) Infiltration 569 180 107 34 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants ® 23D 2 460 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 3196 2539 512 258 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 3195 0 0 2539 0 0 512 0 0 258 15 Dud bads 11% 40% 361 1019 IN 40% 58 104 Total room load 3558 3558 1 1 569 362 Air required (cfm) Of 169 0 17 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofFt' 2017-May-18 08:e 2Right -Suite® Universal 2017 17.0.10 RSU07440 Page 2 File1R0517209 - 2539 Poinsette Ave%R0517209.rup Calc - MJ8 House Front faces: W wrightsoft Right-J® Worksheet Entire House Job: R0517209 Date: 05-19-17 By: JND 1 Room name Bedroorn2 Bedroonn3 2 3 Exposed wall Room height 14.7 N 9.3 R heat/ood 13.7 ft 9.3 it heat/cool 4 5 Room dimensions mRooarea 1. 0 x 160.3 ft 180. 3 it' 1. 0 x 148.3 R 146. 3 ft' Ty Constriction U-value Or HTM Area 0`111) load Area (ft) Load number BtuWftk'F) Btuwffj) or perimeter (n) Btuh) or perimeter (et) Stuh) Heat Cool Gross WP/S Heat Cod Gross N/P/S Heat Cod 6 13A-40cs 4A5- 2ob 4A5. 2ob 0. 143 0. 650 0. 650 n n n 4. 16 18. 91 18. 91 2. 84 15. 53 15. 53 0 0 0 0 0 0 0 0 0 0 0 0 127 0 0 109 0 0 454 0 0 310 0 0 11 4A5. 2ob 4A5. 2ob 0. 650 0. 650 n n 1& 1 16. 91 1& 53 15. 53 0 0 0 0 0 0 0 0 18 0 0 0 340 0 Z79 0 1qJ G 13AAocs 4A5. 2ob 13A- 40cs 0. 143 0 850 0. 143 a a s 4 18. 91 4. 18 2. 1654 34. 84 2. 84 0 0 136 0 0 118 0 0 493 0 0 336 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob 4A5. 2obd 0. 650 0. 650 s s 18. 91 18. 91 15. 53 15. 67 16 0 18 0 340 0 Z79 0 0 0 0 0 0 0 0 0 13A- 40cs 4A5- 2ob 11NO 0143 0. 650 0. 350 w w w 4. 16 18. 91 10. 18 Z54 34. 84 1087 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P C 12C- 0sw 16B- 30ad 0. 091 0. 032 Z65 0. 93 1. 47 1. 75 0 180 0 180 0 168 0 315 0 146 0 146 0 136 0 255 F 2ZA-0 0.989 28.78 0.00 180 15 422 0 146 14 393 0 61 c) AED excursion 01 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 (dJ 230 1 230 1 230 Appliances/ other 0 0 Subtotal pines 6 to 13) 1718 1253 1598 1161 Less external bed 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 1718 0 0 1253 0 0 1598 0 0 1161 Duct bads 111% 40% 194 503 1196 40% 181 466 f Total room bad Air required (cfm) 1912 0 1757 84 1779 0 1628 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt- 2017-May-19 09,08:49 Right-SuheO Universal 2017 17.0.10 RSU07440 P File% R0517209. 2539 Poinsetta Ave%R0517209.rup Calc = MJ6 House Front faces W age 3 wrightsoft' Right-l® Worksheet Entire House Job: R0617209 Date: 05-19-17 By: JND 1 Room name Beth Laundry 2 Exposed wall 8.3 ft 5.7 It 3 Room height 9.3 ft hwVcod 9.3 ft heWcool 4 Room dimensions 7.7 x 8.3 ft 7.7 x 5.7 ft 5 Room area 63 9 fN 43.4 ft' Ty Constriction LI-value Or HTM Area (ft) Load Area MR) Load number BtuWftk'F) Bttdt/ft3) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cad Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A4ocs 0.143 n 4.16 Z84 78 72 298 203 53 41 169 116 4AS2ob 0.650 n 18.91 15.53 6 0 113 93 0 0 0 0 4AS2ob 0.650 n 18.91 15.53 0 0 0 0 12 0 227 186 4A5-20b 0.650 n 18.91 15.53 0 0 0 0 0 0 0 0 11 4AS2ob 0.6W n 18.91 15.53 0 0 0 0 0 0 0 0 t-r. 13A-40ca 0.143 a 4.16 Z04 0 0 0 0 0 0 0 0 4AS2ob 0.650 a 18.91 34.84 0 0 0 0 0 0 0 0 1pr L_( G 13A-400a 0.143 s 4.18 Z84 0 0 0 0 0 0 0 0 4AS2ob 0.650 s 18.91 15.53 0 0 0 0 0 0 0 0 4A5-2obd 0.650 a 18.91 15.37 0 0 0 0 0 0 0 0 Vt/ L-(D 13AAocs 4AS2ob 0143 0.650 w w 416 18.91 Z84 34.84 0 0 0 0 0 0 0 0 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 168-30ad 0.032 0.93 1.75 64 64 59 112 43 43 40 76 F 22Acpl 0.969 25.78 0.00 64 8 240 0 43 6 163 0 6 c) AED excursion 0 0 Envelope loss/gain 710 408 600 378 12 a) Infiltration 167 53 114 36 b) Room ventilation 0 0 0 0 13 Internet gains: Occupants 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 378 461 714 914 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 978 461 714 914 15 Duct loads 11% 40% 99 185 11% 40% 81 367 Total room bad 977 645 794 1261 Air required (cfm) I 1 0 31 1 0 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C w hitsofft• 2017-May-19 09 08:49 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 4 File%R0517209. 2539 Poinsetta Ave%R0517209 rup Calc = M.18 House Front faces: W wrightsoft Right -AD Worksheet Entire House Job: R0517209 Date: 05-19-17 By: JND 1 Room name Kitchen Nook Living Rm 2 Exposed wall 19.7 it 30.3 It 3 Room height 9.3 ft heat/cool 9.3 It heat/cod 4 5 Room dimensions Room area 1.0 x 230.3 It 230.3 fN 12.0 x 18.3 ft 220.0 it' Ty Constriction U-value Or HTM Area (ft) Load Area UP) Load numberI BtuNft'-'F) BtutVflJ) or perimeter (it) Btuh) or perimeter (11) Btuh) Heal Cod Gross N/P/S Heart Cod Gross N/P/S Hpt Cod 6 N I 13A-400s 0.143 n 4.16 Z84 183 159 661 451 0 0 0 0 4A5.2ob 0.650 n 18.91 15.53 0 0 0 0 0 0 0 0 4A5.2ob 0.650 n 1891 15.53 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 4A5.2ob 0.6W n 18.91 15.53 24 0 454 373 0 0 0 0 tqJ G 13AAocs 0.143 a 416 Z54 0 0 0 0 0 0 0 0 4A5-2ob 0.650 a 1891 34.84 0 0 0 0 0 0 0 0 V 13A-40cs 0.143 s 4.16 2.84 0 0 0 0 171 123 510 348 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 48 39 908 762 tqJ 13AAocs 4A5.2ob 0.143 0.650 w w 4.16 18.91 Z54 34.34 0 0 0 0 0 0 0 0 112 12 76 1 315 227 215 418CD11N00.350 w 10.18 10.87 0 0 0 0 24 24 244 251 P 12C Osw 0.091 Z65 1.47 112 112 296 164 0 0 0 0 C 165-30ad 0.032 0.93 1.75 230 230 214 402 220 220 205 384 F 22Acpl 0.90 28.78 0.00 230 20 566 0 220 30 873 0 61 c) AED excursion 0 1 1 0 Envelope loss/gain 2192 1390 3282 2387 12 a) Infiltration 395 125 609 192 b) Room ventilation 0 0 0 0 13 1 nternal gains: Occupants ® 230 0 0 0 0 Appliances/other 1800 900 Subtotal pines 6 to 13) 2587 3315 3890 3479 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2587 3315 3890 3479 15 Duct loads 1 11% 40% 292 1331 11% 40% 440 1397 Total room bad I I i 2W9 4646 4330 4876 Air recOred (dm) 0 221 0 232 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr Psitsrfltft- 2017-May-19 09:08:49 Right -Suite® Universal 2017 17.0.10 RSU07440 Pape 5 File%R0517209 - 2539 Poinsette Ate\R0517209 rup Calc = MJ8 House Front faces: W wrightsofr Right-J® Worksheet Entire House Job: R0SIT209 Date: 05-19-17 By: JND 1 Room name Hall 2 Exposed wall 0 ft 3 Room height 9.3 ft hwVcod 4 5 Room dimensions Room area 1.0 x 92.2 ft 92.2 ft' TY Constriction U-value Or HTM Area (ft) Load Area Load number Btuhlft'-'F) BtuMft') or perimeter (ft) Btuh) or perimeter Heat Cod Gross WP/S Heat Cool Gross N/P/S Heat Cod 6 13A-4ocs 0.143 n 4.18 2.84 0 0 0 0 4A5.2ob 4A5-2ob 0.6W 0.650 n n 18 91 1891 15.53 15.53 0 0 0 0 0 0 0 0 11 4A5.2ob 4A5.2ob 0.650 0.650 n n 18.91 16.91 15.53 15.53 0 0 0 0 0 0 0 0 t- 13A4ocs 0.143 a 4.16 2.84 0 0 0 0 C 1pr 4A5.2ob 13A-40cs 0.6501891a 0.143 s 4.16 34.84 784 0 0 0 0 0 0 0 0 4A5.2ob 4A5.2dx1 0.650 0.650 s s 18.91 18.91 15.53 15.97 0 0 0 0 0 0 0 0L_( G 13AAocs 4A5-2ob 11N0 0.143 0.650 0.350 w w w 4.16 18.91 10.18 Z84 34.84 1057 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 265 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.W 92 0 0 0 6 c) AED excursion 0 Envelope loss/gan 86 161 12 a) Infiltration 0 0 b) Room ventilation 0 D. 13 Internal gains: Occupants no 0 0 Appliances/other 0 Subtotal Qines 6 to 13) 86 161 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Sublotal 86 161 15 Dud loads 1 11% 40% 10 65 Total roan bad 95 226 Air required (cfm) 0 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fid- wrigh tsof - 2017-May-19 09:08:49 Right -Suite® Universal 2017 17.0.10 RSU07440 Pape 8 File%R0517209 - 2539 Poinsette AWR0517209.rup Calc - We House Front faces: W 01 • it IfCITY OF SA NF RD ME DEPARTMENT Permit # # 1 7 - 29 Project Location Address - As required by Florida information and produ utilized on the constru you contact your local applicable listed prod accordance with the F Approval can be obtaii RECORD COPY Building and Fire Prevention Division PRODUCT APPROVAL SPECIFICATION FORM sulloi\ Sq IVP0RO tatute 553.842 and Florida Administrative Code 9N-3, please provide the approval number(s) on the building components listed below if they are to be on project for which you are applying for a building permit. We recommend that oduct supplier should you not know the product approval number for any of the s. Be aware that windows, skylights, and exterior doors must be tested in ida Building Code, Section 1714.5. More information about Statewide Product d at www.floridabuildincl.onq. The following infornlation must be available on the jobsite for inspections: 1. This entire produ t 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 S. 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 to 111 1 Z IS W 70np 1 Cn T 1 mD v.00IJcnpV1rf— W0 aV5OJ< WQwCO Q U` WV)LVO)_ V l0 W 2a.0M U 0 U S baN LL_I = 9 N. 1 0 .15 z<z om a N z (A cn VAS i S tl' u W W LLj Q J w w C1 Ai$ m x ,, $5°0 o 4s aZ 2391 zN z os"`z7vzaLLJN(A Nc'1:9 3N`JJ W QCO= z 10_ 9<:e m c o,cu xWa S a o u- vi 8- Wn" F3i ao-nzWU O PAS I 361 3`Q - m H UQJ Oq mil3 Q _UNNQ 3U. NN U% sgb R u bamAIa$ ofmNC¢ M3 h e:i Ha¢ d ad W 2 F F Q tn C O O i c(0o U > i Q a N C 0 0 U 6 co 1 Q 00 k O O 0 >' rn LON 3: C\j CnF— O Q J CIO ^ C/ l D Y I F- LA-) 00 wl 0 Q0 w J J W W ry J CIO D O i W ry n Z Q Cn w r) W U w m D U) Cn 2 F— wa}} od bui} loq / buipou paiinbaa pun sailquonb Ald aapaib Ilo Aj!.ian o} bupaauibua ssna} o} aajad J,d3AMCI lb' S3ssn8l 3H1 J.NVdH000V iVHl SNld33NION3 (INd ino),d d3d S3ssna1 13S SJ,VMW Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 Florida Engineering Certificate ofAuthorivation Number: 0 278 Florida Certificate of Product Approval 4 FL1999 Page I of 1 Document ID:IW4J408-%0525092700 Truss Fabricator: Accu-Span Truss Conpany Job Identification: 1660341695 Model -Heathrow Construction -- 2539 Poinsetta Truss Count: 29 ModclCode: Florida Building Code 5th Edition (2014) Truss Criteria: TP I -2007 (STD) Engineering Software: Alpine Software,Version 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 61615-31.003(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. Determination 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 nest notch the date shoos on the individual truss conponent drawing. 3. As shown on attached drawings; the drawing number is preceded by: NCUSR408 Details: 14015EC1-GBLLETIN- Ref Description Drawing# Date 1 60453-401 17268115 09/25/17 2 60454--A02 17268095 09/25/17 3 60455-403 17268097 09/25/17 4 60456-404 17268098 09/25/17 5 60457-405 17268099 09/25/17 6 60458-406 17268012 09/25/17 7 60459--601 17268116 09/25/17 8 60460-402 17268103 09/25/17 9 60461--BO3 17268111 09/25/17 10 60462--BO4 17268114 09/25/17 11 60463-405 17268096 09/25/17 12 60464--001 17268107 09/25/17 13 60465--CO2 17268108 09/25/17 ! 14 60466--DO1 1726BI12 09/25/17 ; 15 60467--DO2 17268109 09/25/17 16 60468--DO3 17268101 09/25/17 ! 17 60469-401 17268013 09/25/17 ' 18 60470-401 17268014 09/25/17 19 60471-402 17268113 09/25/17 20 60472--EJ3 17268110 09/26/17 21 60473--EJS 17268105 09/25/17 ! 22 60474--EJ5A 17268119 09/25/17 23 60475--CJ1 17268104 09/25/17 24 60476--CJ1A 17268118 09/25/17 25 60477--CJ3 17268102 09/25/17 , 26 60478--CJ3A 17268117 09/25/17 27 60479--HJ3 17268100 09/25/17 28 60480--HJ5 17268106 09/25/17 1 29 60481--HJ5A 17268094 09/25/17 This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be verified using the odgmal electronic venipn. 09/25/2017 Douglas Fleming Truss Design Engineer- 2400 Lake Orange Dr, Suite I50 Orlando FL, 32837 695 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SURMITTED Rv TRUSS MFR t loous-ilouD model-neatnrow construction -- Z539 Floinsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense J2 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x6 SP #2::Rt Stub Wedge 2x6 SP #2: 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(+/-)=0.16 lWind 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 II T 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 i 9-4-0 3-2-3 a4_O q_p' L 5-0-0 _I_ 14-0-0 I 5-0-0 I L 24-0-0 Over 2 Supports R=1801 U=566 W=6" we I]- i 568 W=6" SF •• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 0 151. 06 .0 QT 1 L/-/5/-/-/R/- Scale=.25"/Ft. WARNING I •• FEAR AND FOLLOW ALL MOM Of THIS DRA•INGI ? IMPORTANT" FURNISH THIS CRANING 10 ALL CONTRACTIONS INCLUDING THE IMSTALL[RS. • T LL 20.0 PSF REF R408- - 60453 ror . , r,p A-- t r n r•Ar p, roro„np, •A 1ppl,q, losa.l„ro .ro r•el Y• Mr•r as •M 11 • 1iwl.l.• C."„l :.r.L, I,r.r..11.n, by "I • NTCA) r.r r,t, ..t[I.AA 7AT DL 7.0 PSF DATE 09/25/17 r• , u•l, prw le• t..p,r•rr A .m pAr SCSI. U.- -I- Atrorp•L.- DRW HCUSR408 17268115 Atru -.. , n.•.... •ro Ap[ta trot. M•11 row • prAg ,rl t I GOIUr SE • DL 10.0 PSF p O ALL oT O1 ,r •10....pplloA,. 1 . . rN..r t AppYP,•1, 1 ru•• •ro PA.-- .• - •Ae„ „A . •1 lro`J„Aa IO,c•,1., unlN• ro[os Aaron,N. N,r.r to prw ,9, 1OOA•i for --re pl•[, posit „n, A, pl•,. ..,,,•„n .r In w ll.,p ,,,. [, Gr.y Iro w,l roa a r.,p.A•,A,. r,r . , e«I.[l.n rr.. ; '9 '•. ` OQI.•P DALL 0.0 PSF HC-ENG SCN/DF AN IrW COMMNv i "r ,lur, 0 1'a fro ar••• In ewr.r..,e, .,1A ANSI/7 I 1, or ter roro,lp, u,Ipp lnp. •• .f, OR.. •••• 0- Mg e•v ''.^ •'••"''• S TOT. LD. 37 .0 PSF SEQN- 782704 Aosiw1tn1. As, p•O• Il.tlp NI• "W"e. IMItAtA• pCpp[•IW AT posts.. -I «Oln••rl OUR. FAG. 1.25 FROM RF 2400LLt01211gDr. SIOce150 r."-Ibl... r1.IM TN t,,. -10. . TN. .HltWllltp, ... N.. T tAl. .rsln• T•r .1y ar,<[Hr. 1."t• r..psl. lAlllty sI - •,1 -V D.AI•ror pAr AMSI/T I 1 S-2. yI QNAL uaenwwnly O12mdIO, FL32937FLCOA10279F, r .. r, „r,r,•a, -A l•,.A•, p,,.r•1 rotN pp, ,"° aA...... ALPINE: w „ p,ro,[., T.I:... pl„L.or•: •TCA:. ,At1,...Lr,.t•.: MC ,.:.`I....r.Dou ID Flemin Lic Number: 66648 SPAC I NG 24.0" JREF- 1W4J408 Z05 09/25/ 2017 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. k loou3-/loyO model-neatnrow E.OnstruCtion -- ZD3[J Volnsetta Ave SANFUKU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP 113::Rt Stub Wedge 2x4 SP b3: 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 3Z7 - AOZ ) 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 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(G1) III 4X6(G1) III U4-0 U40 1, 7-0-0 I 10-0-0 I 7-0- 0LeI 24-0-0 Over 2 Supports c a42i R=984 /- 140 W=8" jR 6 21- 1%, 0-8-3 i T 9-4-0 4-2 3 Design Crit: FBC2014Res/TPI-2007(STD) 0 `' 1 • PLT TYP. Wave FT/RT=O% O% /O(0) 15.11 06 .0 TY: /-/5/-/-/R/- Scale=.25"/Ft. WARNINGI" um Mn FOLLON ALL NOTES ON fills ORumm . ionAn" FURNISH THIS SNARING TO ALL LnNTN.c,o.S INCLUDINa THE INSTALLERS. . TCILL 20.0 PSF REF R408 - - 60454 7rN. r. rpu... w r• n ... ...... n•, M,..I .,q. •n,pp.p «ul..np — .r.c .n•. R.I.r [o .n. r j *' r.eSl`iTY.•.q e..pa ,, S.—, Inrwo[I•n ny TPI .•• R,G.) r.r .Ara, p.....eo. i. L 7.0 PSF DATE 09/25/17 i. p.rrer•.np a.a.• runet.en•. In.[a.•r. .N.. p.o,..o t.q.r.ry .r.p.no p.r Ru1. Un..•. nod« .aN.r. i ATE pe.•r. w.. : p•^.p.• r.r •a[.en...[rs[.r......a..nR .n. •.[e•. a ». p; M[r;; .at.[ • rDL 10.0 PSF DRW NCUSR408 17268095 oiee•.I.n•. n [ •..•.n rsr p.r..n•n[ ..ur.. ... .l sr wHN.w lrolu.• Inp • « p.r A • •• nrR,O. •. •ppl.u.lo. Apply plot•• ao .•G. I•e. r p«.a.a. n.aa...o,o .... i i d D ne[« R.r.r [..r... p. ,eoA.: fa- .[.n..r6 pl.t. p..la.•n. OP.• LL 0.0 PSF HC-ENG SCN/DF Alp— • •.,.•.on or Ilr Ru....np C..p•non[. Gray Ine. .N.. n•[ po r..pan.l.I• ror •ny .w en Ir« t. OA •. ` OR r..r... as a.... a.. trN...n ea.r.r..ne. ..tn RNs.rtrl ,, a rw N.M.Inp. ...lppinp. y. //,N-'•, I^ •- SEQN- 782687 ANRWCOMMNY .n•[.n•um A pr•r. L sr c1...... -9 S OR OT. LD. 37.0 PSF A wl .. tlll• .r-1..R a ..,.r p•R. Iwl.q TJ.I..roome. In.l.a« ...AREA.« of P-fw.laol NA I-p—lb M 1, for w—19..1I.w.. M. Wl[..IIMY •M w .f-1..1«I•0 br o" •srtieur. I.,—O `, 240DLELeOrarreDr. Sake 130 r..pa.•l.l.lE, .. — wll.l,y 0•• 9- p.r ANs./TRI , ]••.2. DUR. FAC. 1.25 FROM RF Orlsdn.FL 72977 F•r ar..nr.....a. .. ]a.•. p.n.r...w.. p•R• .,N, a........ a2FlaWwtt FL COA ro 279 ALPINE: _ ..p,n..[..Ea.:` T.. "' [p.••a •r9:.TCA:—..Ap.n.N•[rr•.o•: ICC ... --Douglap Mining Lic Number: 66648 SPAC I NG 24.0" JREF- 1W4J408 ZO5 09/252017 THIS DEC PREPARED FROM COIIPUTFR INPUT (LOADS A OINFNSIONC\ SURNITTFn RV TRIKC NFR 1bb03-/1595 Model -Heathrow Construction -- 2539 Poinsetta Ave SANFORD, FL 327 - A03 ) 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 #2 Dense wind BC DL=5.0 psf. GCpi(t/-)=0.18 not chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP #3::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 1 T 4X6 4X4 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlihs to brace all flat TC 0 24" oc. 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 1 4 U4 I, 9-0-0 I 6-0-0 I 9-0-0 I 24-0-0 Over 2 Supports frol4pr R=984 U=286 W=8" SR w kc W=B^ RL=169/-169 _.N. IN a-/. 0-8-3 i PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) ` v • FT/RT=O%(O%)/0 0 15,1.Of 06 .0 TY: 5/-/-/R/- NARNINGI•• .MAD AID FOUR All. INIM ON THIS pMRI1K.I IOORTAMi•• FURNISH THIS I TCi LL 20.0 PSFDRAWINGTOAllCONTRACTORSINCT.UD.NG THE .NSTASLERS T ru.w• ra.ulr• • tr c•r• In r—rlwtlnp, Nwllnp, •nlppinp, Iwl.lrin• •w pr•elnp. R•r.r t• .w f tw bt••t ea Iw N sc5. (w .lm.p e••n. a S•f•ar Inr•rwtlw, y T I •w MCA) rw wr•tr w.eue« I Or l TATE I# ylr.. L 7.0 PSFp•r rsr.lw•Itn.w fl•.:arw• 1eat•rr•r• wll prealea ta4•r.rr N•eIq ear NCSI I.nlw. »aea --,.w top chord wll w» prup•rIr •tt•cw. •V.caur•1 w•tnlrrp •ea loin clar• •w•11 w» . p,•p.rlr A— ic r r•I wD. Lw.0 w• •wow. for earwwwa 4a l r«tra— at ww wIl w» l,. O I %uu p•r 0• i pB DL 10. 0 PSF n 11II OQLPO ew.'O]. O, •r N1D. •. am......•. APPIY pl•cs. to wen r•C• sr tr . •M p«Itlw •• wan .•wa • • • wtJ•rnt D.urlw. rrs•• eatw .11wr.rw. R•r•r a ar . ,NOA• ar .uw•r •• t ealwo E r a pla• p«rum• • / A Alp— . pl.r.rm or In w.rlal.y C«pw•nt. crag IK. wll wa w r.•p.w•Ipl• Ior .wy ea.r•trm rrea n (/, OA••'/ •• LL 0.0 PSF AN ITW COMPANY r»Ip, .wr r.a•r• as mne w v... In emr.rwne• .nn ANs.nn ,, •r rw wneup. wI m•t•n.trm A prea.ry •r tr«w, eaIro• O•..l O\ tt • y ••••••K•N•• i, l DT. LID. 37.0 PSF realllN .r —r II.NI wD. •--P--. at ,area...,•. .,DIH••rlwDTr••leit./lllcr b taw SIONAI ol,slaNlso r••p•w•Ipllltr wl•Ir fpf [Ir _'Na •p..nro •f NI• .reallrN Ir .y •trlCtuf• I• r••par•Ip...ar .r w NNI...nN D..I/•r r.r ARSI I , sr.:. 2 /IWIUu7n OUR. FAC. 1 .25 OlInkFL 32937 Far ear• Iwr•rwtlm w• r• Jm•• p•w•r•1 « pea• • uwa• •ap A—: p.w•t SPAC I NG 24.0" FLMA10271 ALPINE- wA .1PI—I, t : TPI: ••• .rg. MCA .•.,•l —strr.cw: 'cc:... wr•DoL la Fleming Lic Numbcr: 66649 5-2F3 9-4-0 Scale=.25"/Ft. REF R408-- 60455 DATE 09/25/17 DRW HCUSR408 17268097 HC-ENG SCN/DF SEQN- 104721 FROM RF JREF- 1W4J408_ZO5 0925/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16603-/1695 Model -Heathrow Construction -- 2539 Poinsetta Ave SANFORD, FL 327 - A04 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP N3 Lt Stub Wedge 2x4 SP #3::Rt Stub Wedge 2x4 SP #3: Lumber value set "1311" 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 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 40i 1, 11-0-0 _ I ?_ O- I _ 11-0-0 24-0-0 Over 2 Supports nulo+tr+pii R=984 U=284 W=B" , ASR S I RL=198/-198 _w_.`.nG a.- C Design Crit: FBC2014Res/TPI-2007(STD) a' v PLT TYP. Wave FT/RT=O% O% /0 0 15 1.04 06 .0 WARNINGI" LFAO AW FOLIM All MOM ON THIS MWIN I • INPONTANT•• FURNISH THIS DRAWING TD ALL CaWRACTDRS IMCLIIDIMC THC INSTALLERS. i ruse. re.„Iro mV C.r. n hPr1Ga np. Mnel„q. Mlpp,np. 1..O 111ep .,Ie lr.e le• R.fer to . GGi • lv_ aM I•re•t .e n,en er DCSI (b irue. Ca•panana . f lnral•llan. •y T 1 aeu RICH) for ••rear Pr•etl m 1 i ~ s perfsre,n. ln.•. rpnopo 1n.r.11•r. •Il.l l prarlY c•ypr.rr er.elp per KSI Dnl••• pore slMr ¢• • top ollwe MI I l..w properly •rr.eH.e ,cruet r•1 M.11n. .ne cell.. enure MI I u.w . preps ly ATErl.l• e.11,n0 Loe.tl•n. .cowl 1.1 p.re.,l.,Iru l.a.r.1 H[r.,n[ 01 ..1. •lull low pr•e l,q 1n.r.11.e P,r /L n• R] D) or R1D. •..pPlle.el.. ApPoy plot" ru ..en r.e• or rru.• .ne pollrlen .. .Mewl .eew • V oppDncDerY1•'u 1.•. n•t.e Hoer.... R•r•r to er.anp• IeDA•i •t.m.re Plate p.•1c1.e[ 1 ro OP t Alp. .. . er 117 RP, 10lnD C..pe .. Gr.up Inc. MII rot d r.•p.n.lel• ror . es• on rro. to f. OA ••1 C 1 rwIIIR. .nyl bllur. to wrl. aM aruu m emfor.•m• ann ANSI /T 1 1. K ror Iu,IpI „Ip, •nlppin., 7 /. • ^ • AN ITW COMPANY O,wull.clan A or..," •r v„•all. j ••••..•••• A —1 pI tAl• •rlolnD IN, e•yr PR. 11-log, NI. 4NIll•, I",— •C•MLNIC• of rr•M•1•lul onill1MIlr11l9 r..pe1.Ialcly Illy roreMItyrof -1. for .y • o1. ry•240DL4LeQmgrOr. Swe 150 •ollollMr I Rull•In. D.• IR, rr per ANSI/Irl 1 5s 2, N I/A. /ONAl 1 OdmdD,FL 32937 T• r w r. ,nr.r.. ,w 1. ,el•..Mr.1 p ,o.ee L— ••e . Wr11ML1uU FLMA10278 "PW .IPl t., :` T I • p......r•. RCA: . rry.e ice:- -Douela Flemin I_IC Number: 61i61 W=B„ 6-2- 3 0- 8-3 T + 9-4-0 5/-/-/ R/- TCI LL 20.0 PSF DL 7.0 PSF 0 DL 10.0 PSF ri LL 0.0 PSF YOT.LD. 37.0 PSF DLIR.FAC. 1.25 SPACING 24.011 Scale=. 25"/Ft. REF R408-- 60456 DATE 09/25/17 DRW HCUSR408 17268098 HC- ENG SCN/DF SEON- 104727 FROM RF JREF- 1W4J408_ 205 09/ 25/2017 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 16603-/1695 Model -Heathrow Construction -- 2539 Polnsetta Ave SANFORD. FL 327 - A05 ) 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 #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. 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 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. 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 0-8-3 i T 9-4-0 6-BF3 12440) U4'I I, 12-0-0 I 12-0-0 ie= 24-0-0 Over 2 Supports RMuitlfyr R=1046 U=283 W=B" S`R83 W=B' RL= 213/-213 O•'; w. IF Design Crit: FBC2014Res/TPI-2007(STD) S • PLT TYP. Wave FT/RT=O% O% /O(0) 15 1.04' 06 .0 T 5 /-/5/-/-/R/- Scale=.25"/Ft. WARNINGI•• 111" Alm FOLLOW ALL NOFTM OW THIS DRAWINDI • IlVQTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ; T LL 20.0 PSF REF R4DB - - 604 57 Tru. r. rb a, p, Aar care In I.pr le.alnp[ IwMI„IW. .n 1pp,p, I,wt.11, ene er.e1 ». Mier to eN • an. Lteft sr K~SI TTw, lelnp e.e wn S.rety Inrerquw . ey 7 1 RG) rw r-ay Pr.ea.ee. IF DL 7 .0 PSF a. perrer-,np a ».. r. Aa.eM. In,t.Il.r, .n.,, prov,e. ae er.ry-..eleW p.r IeSI Wnl.e. wT-e -ane. DATE 09/25/1 7 P mere wII n.w Prepe.Iy .tt.en-e .tract"r.I .n- tnlnp .,,e ,waa+ crors .n.,, n.w . prd%, r' ' .L.0 • r ple ee I..q l=•a.em now, ror p.ru„e„aI.t-r. na I .• ,n. n.e. Pr • ATE : q$(DL 10.0 PSF DRW HCUSR408 17268099 O p, e'D]. DT or OID. •• .pplle.P la. APP.y Pl.ta.'t- • en'Ieee eI tru.e .M pw,c,on'.'•..now. .--"eM • • DD. aY':'r,u,I.,e-an.rel.e R-rer t- .r. •^W. ,RDA.! rer .una.re pI pe.,a,en., fe. 90 : P •' Alp— . N Ill IA.,Ie,nP Ce-pe,wnt. Gr..p Inc. wu rot IUD re.penel.I- I .,,y Mrua.en I n R. w•. ' O`O • ••` LL 0.0 PSF HC-ENG SCN/DF I p, .,y'L,lure a. Au,1e ane ar,,.. ,n a r-r--nce Daft ANSMPI 1, -r rsr n I,q, wn,pp, 9 /f, AN ITW COMMNY ,,..a.II.aI-n a sr.e ,np er trw--.. •ie - o. a ••-- P ••- F ••••• DT.LD. 37.0 PSF SEQN- 782675 A --. 1 M "1. Wr-om, sr CMr Pep II -Mg "I• Wr.-1.9. IMINT-- a Adp.e .F pr-FM.I M1.1 wg11w-r q I re- pOM IRII l[y .-I-ly ft tlw rlpn Nlew,. Tr .0 IO....ty -ne la- -f Tn1- or.-I.V M .ny -Tra 1 I- T N S N 4Q) IAeOmlge Dr,SIme ISD r--ldIdd IIIcy -r LN- IYlrelne De-IW,I-r p.r AWSI/TPI , S- 2. Sys/O• • OUR . FAC . 1.25 FROM RF OrtmdD. FL 3±B3T Fer .ere ,nler.. ,w, Ie ,m•. Pen.r.I ne .. rp .ne ane....D ., 1 p81MI YrlptlN FLmArozTa ALPINE: w" .IPIT., w.` API ea..rW. •TG. .:..-el a .try.ee,: IGG: w- ..I -ITT la 1'len,in Lic Number: 66648 SPACING 24.0" JREF- 1W4J406_Z05 09/ 25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 16603-/1695 Model -Heathrow Construction -- 2539 Poinsetta Ave SANFORD, FL 327 - A06) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense J3 2x4 SP ®1 Dense: Bot chord 2x4 SP #1 Dense :B2 2x6 SP SS: Webs 2x4 SP 43 Lt Stub Wedge 2x6 SP 82- 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 II, 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 0 24" oc. Laterally brace TC below filler s 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) 4X4 = 0-8-3 T a"- 4X8 ra Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 pif at -1.33 to 56 pif at 9.33 TC- From 56 pif at 9.33 to 56 pif at 19.00 TC- From 56 pif at 19.00 to 56 pif at 25.33 BC- From 4 pif at -1.33 to 4 plf at 0.00 BC- From 20 pif at 0.00 to 20 plf at 9.33 BC- From 20 pif at 9.33 to 20 pif at 24.00 BC- From 4 pif at 24 00 to 4 pif at 25.33 TC- 85.37 Ib Conc. Load at 5.00 BC- 129.54 lb Conc. Load at 5.00 BC- 536.85 lb Conc Load at 5.40 BC- 876.64 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/180 total load. Creep increase factor for dead load is 1.50. QE- a-O 0-8-3 i 9-4-0 5-4-3 I, 9-4-0 I 3-11-0 I 5-9-0 I 5-0-0 I LIE 24-0-0 Over 2 Supports nauw,4/ R=1951 U=578 W=8" , A S R83 W=B.. Design Crit: FBC2014Res/TPI-2007(STD) o " 06 SF•••• PLT TYP. Wave FT/RT=O%(O%)/O(0 15 1.04 06 .0 T /-/5/-/-/R/- Scale=.25"/Ft. ARMINGI" EAD Am FD[Lm Au mom on iHls DRAtINGI • T LL 20. 0 PSF REF R408-- 60458 imonANT" FURNISHTHISDRAWING70ALLINCLUDINGCONTRACTORSINUDINGTN[ INSTALLERS j rwro, rp ir .ar a r• .n I.M .e•t ^a. Mro..np, .n.pp.p..n.t•... •.N er•e. u. R.rer a• .ro iiil •. DL 7.0 PSF DATE 09/25/17 sr 0051 (IA.. .e.ep Coyene..t S•r•q Inrwma.m, sy vI • WTCA) r•r r•ay pr.n Lem . i perm.,npaMrofunea.eM In.a•..•r• wl l prMlm a•emr.ry erm.ne m, DCSI. Un.••• roaee saror• • tp more • MIT Mm pram,., ett•enae •trueaurAl Am ..... 0 ono e•aam mere .M I. Me• • Props,., . aeen • • r Iona c•...np. Lee.a.m..nem rer mr•wNnt I•a•r•. .......nt •r Wean w.. Mee ......o .n.t•..•e`mr 0 ATE •• Q$ DL 10.0 PSF DRW HCUSR408 17268012 n ern. W] WT er W10. A. •W.luels. Apply p.- to ••cn r... •r . I PD M`l..nt Datv'•.un.•.• rotor oa ror., m. Refer to er•e..g.11f0A•[ Ix .t M•rO>p..,. pe•>"M">.e •M % p. 0 . LL 0.0 PSF HC-ENG KM/DF A.p.ro . sr ITW Wuumna CopMnu Greup Iron w t ee r••p•••.•.e - my om..a.m I_ to w•• • C Op` p AN ITWCOMIi41JY , e. '••t"Y Liar• `•e1 aId the tr•>• .n emrer• anon ANSIMPI 1. or for Hem..np. m.pp.e0. /S • ••• I1 . • o r•t "• °^ t i F ••• TOT.LD. 37.0 PSF SEQN- 105298 A met m mI• arming or eeeer page Iletl.g ml• arming. In.leet•. Aet•pt.ne• of prermalmal engineerinp 1 ro leulty mug r•r cM nr 10. nrN.. TIN m.c.•nlcy me••• r m.• .,-..at` rer anyariseur• 1• c N, 240Like O) aWlk- Suite 130 rmper.•I.l.lty •r - 8.1....g Due W- mr ANSInVI 1 S•e.: DUR. FAC. 1.25 FROM RF OfLmAD.FL 12837 For nor mm e .nrwalw ror• .. jm . ae. nem mg, .m - one ''•fit! I Butt% SPACING 240" JREF FLCOA00271t ALP... w . Ip.rona. aTPI: em p.......9: WTCA: eee-..N,.•try e . see'cm Doogla Flin Lic Number: 66648 .- 1W4J408Z0509/23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR, L I00v3-/I0yD model-neatnrow Lonstructlon -- ZbJV F•olnsetta Ave SANFURD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP N3 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 a 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 = 327 - 301 ) 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 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC s 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 III 4X6 = 3X4(A1) - 3X4(A1) Lc1-4-0::J L_1-4-0:J I, 5-0-0 _I 8-8-0 I 5-0-0 1 18-8-0 Over 2 Supports R=1179 U=338 W=8" R=1179 U=338 W=8" 2-1 -3 0-0 Design Crit: FBC2014Res/TPI-2007(STD) 4 .'VF V _c • PLT TYP. Wave FT/RT=D%(O% /0 0) 15 iQA .06 .0 QT !1 k/-/5/-/-/R/- Scale=.375"/Ft. MARNINCI•• prAp AND rOl]cN ALL NOTES Ox 1N15 OWIMr.I • IIIipIANT•• FURNISH THIS MANINe TO ALL CONTRACTORS INCLIIDINO THE INSTALLER:. ro ; T LL 20.0 PSF REF R4DB - - 6D4 59 O1rer a.. 1 • *. t wa.- er ¢sl I•a.le.np ee.De .^t s.r.ay 1^rer.a,e ..yin .w ncA> rDr r y Pr..11=4. DL 7 .0 PSF DATE 09/25/17 e perlere,p tlleee furotlpe. InetelP.ra cue a«Po-1 a ec1., per RCS, N.1«e rot: o ror top eswe w 8 law /rop.ny eaa.ero. •tractor• eroete,q ero —too a r. Wu lree • Properly • t i • r 1, 1s e,I11g. Loe.L,pe .^e.,1 ror P.r«roar leterel r« r. lnc or .«. w11 "-» °r•e,e, ,n^tellrotP:r 1 5 • ATE •; DL 10.0 PSF ORW NCUSR408 17268116 pDA.-. tl1.r N10. « epl,uae Apq P1e[« IL.re en race sr era. ero P«,i1ee e. 0000nteem..rolroJo, l Del.1 all«. roap elrore,M. R.Isr co Ipe 1RDA•E for el.roere P1ete p«Itle^s. A.P . Alec or ITT w.lelep Cepo.eete •rep Is1C. W11 rot a r«ppelel. rer ..y . en Irp t ••• R 0 QPe,•• LL 0.0 PSF HC-ENG SCN/DF eey1re Hare t -so lro 1,— 1n eprero•^Ce e, a1a ANSI/T/I 1, or for hero • AN ITW COMPANY .het...... . or—.., er tr«e«. 1'"° ^ ` •'••... R •••' TOT. LD. 37.0 PSF SEQN- 104718 A eaal M tAla Rrping.r p.e.r pe,a Plating MS. arming. IPNIgt« •eipt.11e•.f pmfp.lorsl elg.erring //, wr..p.e.la.Plty Ylely rr u1a rs.101 .I1..1. 1T1. Wlleelllty .1r Ise of U1• Nfrlp far •^N .trlitar. le///O H` DUR . FAC . 1.25 FROM RF2JCOLAbeOrAleDN.,Suiie130 reobbob Inky er — 1V,l 9 Ors/1•r per ANSI/11•1 1 5p.2. N/ Orbvdo.FL 32937 For pre sorer«t— .eelase Job',ePere •^ ,l rot« Pe,e ero crop — —ob: onun+ FLCOA00279 ALPINE: eee.e1D1ro1ae era TPI:..:.t 1e,t.er,: NTC.: eee.eeelroaeary.c ICC: ... ee DoU la Fleming Lic Numbcr. 66648 SPACING 24.0" JREF- 1W4J408 ZO5 09/252017 THIS DIVG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 16603-/1695 Model -Heathrow Construction -- 2539 Poinsetta Ave SANFORD, FL 327 - B02 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP A3 Lumber value set "13B" 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. 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 a 24" oc. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X6 =_ 4X4 2X4(A1) a 2X4(A1) a LC1-4-0: Lc1-4-DJ I, 7-0-0 _I_ 4-8-0 _I 7-0-0 1 18-8-0 Over 2 Supports 9-1 R=782 U=228 W=8" S F 4j4y R=7B2 U=228 W=B" RL=140/-140 . Design Crit: FBC2014Res/TPI-2007(STD) ffJ ' - W _c • PLT TYP. Wave FT/RT=O%(O%)/0 0 15 1.Q1.06 .0 QT r1 5/-/-/R/- Scale=.375"/Ft. AN ITW eommw 2400L&Le0rjVDr..SuBe 130 WARNINGI•• UM AID rOLLCM ALL IMM OM THIS MAMING1 • 110'MIAM " FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALL[NS. __ ; T LL 7 ru•W r•p,I r• • [r • e.r• n f.•r.CN .1y- S.1-1 1 11.O- 1•+a•.I I.y .•• r...n•. R•r•r [• ...• 6 • aro ..a••[ ••.[.•..:r Desl Lw.1•.p C••p•...•[ s.r.[y Inr•r••[I•n. •r TPI ....,C,,; r•r ..r.ay Pr.ea.c„ • *C=DL l• p•r ror•..q [row funec..n•. I•.[...•r• M•II Pre•la. [•.p•r... .....n ,A, RCS1. Un l••. roa•• •a ror op cror0 W 11 ro» pr.P•r.y •l[ — •lrue[ur.1 Y.••[°..p •ro Notts A— •rol l row . Pr•P.r.y .i[K • ;ATE •r .DAt— I- vA—L ..a.r..r„[r•.n[ or..°. ....ro» w..I•• Iro[.II•• ,Ar f1 DL sm R] tl •r OaD. •• .pp.1u•b. Apply PI.w ao —1 11e'• ysr ar» .... p••1t.•n •..ro... c, m» •n• • • (• cro J•.•[ D•1..1•. •n1••• rows stror•1M. R•r•r [s •rw ln•• 1OOA-2 rsr .[.ro.r• PI•t• p•.I[1•n•. • r AIp.ro. • •wolm •r In w.uall.D C•y.N. C,• Ine [ ro r••pmu•I• Ior my ••. .• IrO_ [ 0 i / O 10P••• LCQ-- LL p, .•y Luur• a W.ls aro aru.. .n eonforruro• ..[° ARS1/TPI 1, or ror rorounp. .Plpp.n•, ° •° R •• r.e. .r vwr.. •• •• •• A w1 .P "1• •1-1..0 .r p Ar p•D• ImI.• [NI. OL•Iro- IMIUW •COp[•.IR. N Pr•f«Nwl .••LI.•rl.q V TOT. LD. i rMpp...INl1IL]r .ol•ly f•r ur Nr1'. •I.O•II. lro ••1[MI1I[y ••N N.• .r [°I• .rA.1..• r•r • W.-- I. ,, psnl.Ill[y •• [,.. RYII•I.q d.1/.•r P•r ARSI/T I 1 5— 2 MyS/O A1- ` DUR. FAC. 4r/1Mlllgg88u1 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 REF R408 — — 60460 DATE 09/25/17 DRW HCUSR408 17268103 HC-ENG SCN/DF SEQN- 782686 FROM RF OrbrAO.FL 32837 FL COA ro278 F.r .•r. .•r•.•.a.s. w .. J•••. D•nsr.. ro •+ P.D..ro [ ••• ALPINE: --- •IP.ro.[•.eo•: 7P1• w• [P.roa.•r•I MICA:......•I••,..[ryM ICC:... ..r.DD;U la Flcmin Lic Number: 66648 SPACING 24.0" JREF- 1W4J408 ZO5 09/25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR 1bbD3-/1b95 Model -Heathrow Construction -- Z535 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 "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. 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 II, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 4X4 - 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 6 4-10-3 Or 0- 0 5X6 2X4( A1) - 2X4(A1) LC_ 1-4-0::.j V -4-0::.j 1- 9-4-0 J - 9-4-0 I 18- 8-0 Over 2 Supports R= 782 U=220 W=B" t s Ft %'7, i R=782 U=220 W=8" V Stt`•. PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) a FT/ RT=O% O% /0 0 15. 1.Ot 06 0 TY.\/-/5/-/-/R/- Scale=.375"/Ft. Q L O AN RW COMPANY WARNINGI•' WOOS Alm FouTO AL IO11"a 11115 ERM11M11 • 11p`OQTAM7•• FURNISH TWOS DNAN IMO TO ALL COM NACm T INCLUIOIUG 1N[ INSTALLERS. Wl • 1— ' , r a .r I. I ...... tlepi .. ne. M. Ah.W. np .e. u o •ro • * np, .mun. .ro a 4rar a • Ofw Ltotnr'pCSI`I•.••IIII'M Ce.pe •e S. •t' Iersre.t.e•, .,, 7 l .h. MCA3rr.r r.a' P-.ea.eor i• perf•re.,q ur.• funetl.e.. IMt.11•r• w.. Prwle. to per.'' __'.N ..r pCS1. M.•.. eot.e •th•re1 ' • AP throe •I..1 -- prep•'.' .aa.chee •trees ... w ...N w Old,— eh.re w.. r • • pr.p.r.' . a.e A i ATE • r.p,e .•..I., Lee.t— w_, re. P•'..e.et"I.t.r..':••tr•.ht .r.ee, w.l w.e.eN .e,t....e`p.r • t. e..• p3. 97 er •10. ...W.I... I• ApPIy P.— Le A.eh r•e..1 aru...ne pwl— A. — .ne i • a. r L.ea D•uu.. —e rot eu.er•.w. IAA'.' to —l". tAOA•E rer •a•ne.re Put. p•ut.e,.f. P• //// P •` MP, n•. . ew.•.., .r I7. 8 ....n• Ce•pwnu Grwq lee .h.I. rot m r•,Penue.• rer An' e.eut.eh I,— an sue, D_••' C OR`O ••• er.•.np, •n' p.lure t• mus w trot. a eenf•re.ee• _h ANSI/7PI 1. .r rer Ild-11.9. an.pp. F • . ` • e.a....alo.. A •r•e.,q sr tre•w. ••`••••`•• T L L DL LL 20. 0 PSF 7. 0 PSF 10. 0 PSF 0. 0 PSF PSF REF R408-- 60461 DATE 09/25/17 DRW HCUSR408 17268111 HC- ENG SCN/DF SEQN_ 2400 Lalt Cow Dl.. S10It 130 1 M "I. a-1.9 M e.•er pep• 11•tlnp "I. prwlnp, .M.t•t» •te•pi•..e• .r prer•.•Ie.1 Ar91-1p r•. ree.uu ¢' •ew' I- — —10. _. 1. • I.AN.' , •m u•. .r u.• ers.Ip r•r •Iy •erst•r. .. r•. P•..•IA.I .. t' AT w V.le-D O...Nsr p•r ANSIAVI 1 SAe. t. Y12FOIlµITE DUR . FAC . 17. 25 FROM RF104714 SPACING 24 .0 JREF- 1W4J408" ZO5 OAVXIC. FL 32937 FLCOA10279 F. r «..» .er. •.r•r-.t•...• j.p N.h.r•. mot.. "9...e r,...... • ALPINE .••.•. P.n•.1. ee•: iPI. •••.aPlh•t —9: MCA: •e• .•eteee•ar' eAe. ICC: w• .ee• DoLiela Flemine Lie Number: 66648 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR 1bb03-/1b95 Model -Heathrow Construction -- 2539 Polnsetta Ave SANFORD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP d2 Dense Bot chord 2x4 SP 82 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. 4X4 327 - 804 ) 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. 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. 5-0 3 8-0 0 2X4(A1) - 2X4(A7) - 4-0:.f L_1-4-D.1 1— 9-4-0 I 9-4-0 1 18-8-0 Over 2 Supports 78U- 174 W-8,. —`,S ieR= 782 U=225 W=8" RL74q Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 0 15. 1.01 06 0 TY. /-/5/-/-/R/- Scale=.375"/Ft. 7 W. WARNINGI•• RFAOAlmFOLIAAllNOTESON1)115 gGNINGI I.4anANr•• EURNIS„ ,„Is auntie IN Au MOMS ON ,IULwI1N ,„E TC L 20.0 PSF REF R408-- 60462 Iws,uuN:. lrua»a rs • tray Cara n r»rlaat-9. na—m. an,»IIIN. ,n tallnp am N»,nN. br•r ae •m I * DATE 09/ 25/17 a »,ClanoINeSIIw. e, q ee a .nI, S.rety I.rw»t.». a, ,.I am •,eA) or »I.ay pr.ac,a•a : L 7.0 PSF t• »rfs • Inp Lira• Iumu»a. Inaunba w I pr»l» taaper•ry era a per NEST en— helm a —lb ap a» re .hall n.vs preprl.'•at — atrepa nlntpr am »ate eMra anan nave • p,op rly . ue ATE DRW NCUSR4O8 17268114 Ier »r».lwI .eer.1 ant nr • wn na,,. arao.q .n»`»r • DL 10.0 PSF Q D 2 a»ala. n'N] p sr nD. •• •»Iloel•. Apply plea»'ap ••tn r». er tr—. am p»,t Ian .. allpan a— am i RN th• Jena0.u,1•. u.l ••. mam etner•,a•. R•Ier to ar••InpalIWA.S rer •u,b•ra pia• pp•laen.. •e / • OA •.•/` QLL 0.0 PSF HC—ENG SCN/DF 11 ANIrW COMPANY Alp.m. . G,u,.l•h e. 11. 6„l.lnp Gyu,•nta Wwq Im. w mt e•—apenalal• rer any p•v m rya. t R anti, »yletlraruaaInconfer»m• ath ANSI/7 I I. •r for MmI,I,p. •hl»InN. / •. .• I l l.al» : er.alnN er Ir"..e, . '•••••'• OT LD 37 0 PSF SE N— 104711 A w. l » "Ill •r»I r aaear Slatingthis •r»I . I"I.at« . t»Ka.» of prof»ala»1 ap ln»rlp 'f O 1 rl DUR. FAC. 1.25 FROM RF raapa.alallit 1.1"NIN tM y » yIN, .heal, l,r aultael l lty am u» Of till• ar»l.q far any ll-tura Is 4 N I240DLRLaOMWQ.Suet ISO r.y.na,a ,,cy .r t,r N„IIn.N •»I01•r Par mmon 1 I S».t. ( a 11 011vdk FL 32E37 FLCOA1O279 1— » r• . nr--on, w I... -•. N....r., m » P.N. •m tn•» ..e • ALPINE:-.-..IP. n.Ia..a—• *PI:--.ap....... 9: •,cA:....amlme.ary.a»• lee. ':..lata•r•pD;UelR Flemine Lie Number: 66648 SPACING 24.0" JREF- 1W4J408_Z05 THIS DIG PREPARED FROM COMPUTER INPUT (LDADS A DIMENSIONS) SUBMITTED BY TRUSS YFR I. Ioov.a-rlovo mooel-neaynrow L.onstructlon -- x0ju rolnSetta wve SNNFVKU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP g2 Dense Webs 2x4 SP #3 Lumber value set "136" 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 2X4(A1) _ j.,T-4-0 j 3Z1 - 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 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. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X4(B1) I, 9-4-0 I 9-0-0 I irm 18-4-0 Over 2 Supports 4ri RL=148/-156 W-8„ A\, 5= VA p R=689 U=186 W=4" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15. 1.01.06 0 TY. 5/-/-/R/- Scale=.375"/Ft. WtNINGI•• RFAD AND FOLIO ALL MOM On THIS DNAWINGI INpaMANT•• FURNISH ,HIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. TC L 20.0 PSF REF R408-- 60463 r.pu,r• • erw. nr• m L•nOtlnp, MI.nrq. •n,ppin0. IY>t.Illnp •TC • •Clop. M!•r o •.. ! ln:' : ewt m,tlw >! WCSI TmII.Inp C•.pprnt S.r•t Inrsr.•u w. •y ,PI .I. Wrn 'for •. rscIY [r•eAO1C•• L 7.0 PSF DATE 09/25/17ro,.,np lM•. IUI. [, w.. In•l•I lor• wll p,w,w twpM M pr••l p p.r OCSI ll A V I. Mr•I top ell•r. •n•II Mrs proper ly •lt•pM0 •[ruelur., f,l..'„np .I. M[Lw C„^.r0 WII M • w•p•.r cuc W DRW HCUSR408 17268096rp,. e•ulnp. L•C. •Mw, r.r H,r ,.ur I .,nt At •.•• 1 H.w •rww'.•• DL 10.0 PSF a pD se. eT or RTD. .> .pplle.•1•. App,Y p,.aw to ••Cn r•C..r trw..ro Yv! •Gw;I. MaA,nl D.ta, b. n,w• Ml.. NMr•lu. br.r t..rwl q• 1ROA•t fa H.n..I. pbb pw lt,. >. A,p,I.. ,.` Q`•p• gyp O ILL 0.0 PSF HC-ENG SCN/DF AN n'W COMPANY r...•n •r In R•I1., np w1..-r..t• Group Ine. 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L rtrouo-iluvu model-neacnrow uonsrrucLlon -- GDJw ro,nsexza Ave ZIANruKu, )•L JZ/ - b.ul ) 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 #2 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 Lt Stub Wedge 2x4 SP #3: design. Lumber value set "138" 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 s 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 JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE 14] W3X4 S 2.25 MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 0-8-3 T 4X4 = 3X6(G1) III L- 1-4-0 -J 4-8-0 I 3-0-0 I 2-10-9 I 10-6-8 Over 2 Supports 11121l R=480 U=58 W=8" J U Rk RL=75/-73 n Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O(0) 15. 0 RARNINGI•• AFAD AM MAN ALL MOM DN TNIS DOMINSI • 6w DTAN7" FURNISH UPS DRAWING 10 ALL CON)RACTORS IIICLUDIUG THE INSTALLERS. • lru••eA re•u.rA • n r••r,p•[Inp. tiro1, pplp, Irt•Illp •ro •r•C .np. RAfAr t •ro r•_ • tN 1•tr[ r.a.r efr RtSlc•V,l., ' r' • np Co'e,wnt S•fetY Infwrt,r. q T/I •ro RCA) /Ar rfry Pr•etler . e rrf.re,np tlrr rurot,Ar. Irot•IIArA • 1 pr.Alas a•••Ar•ry er 1" p.r •CSI. U 1... I.elr saMr.l: • lr pnO 0 .roll n.» prerrly • t•c ee Atrutlur•1 rr[nlnp •ro rttr prone tall ro • properly • [apnea • ATE ri r 1p,e pslllp. L--,—. •row,tror pA--t 1•a.r•1 rr[r•Ina er w•• W11 n•w sae „Ip ,n.l•Ilrtrr d I O •« uon. •]. n er •f0.•, •ppl,e.•IA. Apply pl•tr to A.en r.e. Lr e•• •ro pr,ur •• u.o. na'•. re •ro , O ro Jena Deu.l., unle roar earor.,r. Rarer to br.np• 1SOA•) !er •uro.re pl•u prltlr., i4 •• PtArp.ro . alr..,r or In a.ue„y to.pen•nu Group Inc. tn•n ro re•per.•Is rw .nr ar r rrr t +% 0"*"•. t OWDt'r r,np, any ! ,lure to a aro tru.• In errerrro. A,tn ANSI/?1 1, er for n.rollnp, .n 1ppinp, r%I C •e••• R. ••• ` AN ITW COMPANY drsc•I1•c,r A •rrinp er tr,..Ar y GN A A•AI r NI• •Iwlp •r e•r•r pAO. 11•t1AW VIA 0—Ing, IWIC •Ae.ptA •f pMfr•IrAI nl 1l 1 /OYel v` rAAprAI.111br AAI•q far tM •r 1pl A110w1. lIr Wlp•Illb •rle .•• N NI• •rr lnW fef any AlrlitW 1 /'+`RA...- A y%j 2400 Ult OrXV Dr. SuRe 130 rA•pul.l•IlAty N twA WIle l,lp D—.9—r per ANSI/W1 1 $r.2. '•Y!1/ ijawo U o OrbvdD. FL 32W Fer r • J_..WenA roar p••A .ro t ..e FL COAro27R AL IDc:—A.•Ip t- t,:I A .......0: MCA-...••plro.•try .r. IGG _ rr.poula Fleming Lic Number. 66648 F-/ 5/-/-/R/- L 20.0 PSF TCL 7.0 PSF DL 10.0 PSF LL 0.0 PSF ZZ.L.D. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" 3- 0-3 Scale=. 5"/Ft. REF R408-- 60464 DATE 09/25/17 DRW HC:USR408 17268107 HC- ENG SCN/DF SEQN- 782691 FROM RF JREF- 1W4J408_ZO5 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS( SUBMITTED BY TRUSS NFR 115bU3-/11595 Model -Heathrow Construction -- 2539 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 #3: Lumber value set "13B" 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 14] W3X4 S 2.25 4X4 = ___ 6 327 - 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 TIC 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. III 3X6(G1) In L- 1-4-0 -J I 4-8-0 I 1-8-0 I 4-2-9 I 10-6-8 Over 2 Supports 16p1 R=480 U=65 W=8" U RL=71/-58 .- t iA'I 2-2-3 9-4-0 3-0 3 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O(0) 15. 0 6iiin a.TY.-/5/-/-/R/- Scale=.5"/Ft. WARNINGI •• Run AND FRIiDR ALL R07ES a THIS drAR1Nc1 • 11 OR7ANT•• FURNISH THIS DRANIN6 TO ALL NOT INCLUDING THE INSTALLERS. _ ; ! T L 20.0 PSF REF R408 - - 604 65 Tru•w r.qu lr. ••ar w. urs ,n I..r ,e.alnp, n.n.l l,q, •nip lnp. In.ul l ln• .,I...e,n•. RN•r a• .ro r. WATIS1 ,. 1I.I y e.9.. a •.r•a Inrwralm. T.I .n• •TCA r.r ... • TCL 7.0 PSF DATE 09/25/17ye1 •`, yi.im sr.A o ' • 1 Pral•. a..r.ry Kin, P.r RCS( Dnl». n.r.l. P'. 'ly •aa.en•. .a vea.r.l .n..fn. • •"' »" •1 n... • °rMrIy •""°tnDL 10.0 PSF DRW HCUSR408 17268108r •,. ,I,np. L.en l.nn •n.wl !or p.run.na I.t•r.l •. • na I w 1 as„Ip , • M p.r K • • AL ...al.,» • e D...,, I• Io. sn .PP...... Apply Pl.as• e• a .. r•e..r to w.P..,t,.n ...n.•n .P.•a .m * • t»,.Ina D.a.a.. ml„ n.a.. •an.r... R.r.r t. : np. IRDA-: r • Pl . P..,t,.n. •'o, '•.• OR`Q .'• LL 0.0 PSF HC-ENG SCN/DFAIPIm. . •r In w, 1. nq Cay.m 6-w l.a. —1. roa a ...p.n..•1• rw aw l.a..n rr.. to 0 . AN UIN COMMNY ,n.."D•a"y•L .;:%.,r-m .f"al ,all• ar...• ,n emr.r..nee .,m ANs vTn L .r r.r n.,I. unp.n:. • y>i' ...•.•••• \ Arr.Irl tl11a •r..Inp .. P,. y.,. 11•tIro ,I. Dr..1 is' ` G OT. LD. 37 .0 PSF SEQN- 782682 r..ppn.INllley ..1•Iy r•r air sslol .Ir.n. Ti- .0 la.R'It•1 it III.1e•S.. •e••K.nR• N Pr•r•.. •Ir yyn.•„Iq //I0 ywr ill DUR.FAC. 1.25 FROM RF2300Lake0rEnteDr..Suue ISD r•.psI.INIIIcy •r tIr •ull.l,q D..Iprr P.r A•S1m1 T 5•e.:. ` Ab11WW OdmdD. FL 32937 .l • P.•• ••. a -.. SPACING 24 .0" JREF- 1W4J408 Z05 FLCOAR027AALPINE:....Iwn.•a.....: TTI . P,n.a..r•: •TCA: w.....M ry a •Ice• n•r.DOU ID Flcnlln t Lie NUmber. 66648 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. t Io0u3-/(DyD model-neatnrow Lonstructlon -- ZD3B voi nsetta Ave SANFUNU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP ®2 Dense Webs 2x4 SP 83 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 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 327 - 001 ) 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 4X4 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. I° s 1-IC-3 12-4-0 IF 2X4 III 2X4 III 2X4(A1) 2X4 2X4(Al) III 1-4-0 -J- 1-8-0 --:--J L- 1-4-0 -J I, 3-0-0 _ L 2-0-1 _1_ 2-11-15 _I 8-0-0 Over 2 Supports h2b- R=706 U=223 W=4" R=4 Design Crit: FBC2014Res/TPI-2007(STD) 33 PLT TYP. Wave FT/RT=O% O% /O(0) 15.91.Ot 6 0 TY. F-/5/-/-/R/- Scale=.5"/Ft. rARNINGI•• HIS AND roues ALL xoT1s aIS Is OgAtIR61 _ L 20.0 PSF REF R408-- 60466INPpiiRNi•' FURNISH 7N.5 OR••.Mo TO ALL CDNiRitCiWT IMCLIIDIMC THE NSt•LLCRS. 7Ciru..sw rep,.r. alr .... In .....ea..., Nro..,.g, Y.Ipp.,q, .rol•I.,ng •ro er•e,ng. Rerer to •ro rs • • troel Dcsl (•u...'" oaaIPHI rH_ S.I.ty .a.r..L,.h..y T I •ro ne•) . r ..Lay Pr.et.ee. P r 9 • TC L 7.0 PSF DATE 09/25/17 ejoaPerrer..ng loons ruroa,en.. 1-1 I.r• ut... W-.do to er•ry or•.... per DCS.. 'u..e.• ...e AL_'., h•I I P'aPor.y •LL•t.Me .Lr.et.r.. •".•thong •ro eette. erore •^ I h.... 0 ;;;; .LT.' ,p . ATE • DL 10.0 PSF DRW HCUSR408 17268112g.•h : Lett .boon. Par ,....boat .•t.r•1 r..tra- .r noon ... 1 h. ern ao K eh, or DID. .1 M11-1 . A"Iy P.•t.• to ..eh I.ee or I.-, •ro ,oh.t,eh .. •he.h nee.. •ro 9 . O trot;=L Deta lw. uh.... roles oaror.,w Rotor to ero.,ng• 1.0••2 far .t•ro•ro P.•u pw.t,en.. o i, i •• a p0 •.P.ro. • e .,•,eh or ITIe w1.e. • er Iron -I roL e. re. 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T I:..-•tP•,.,t•erD• MCA ::..et•..e,.•try•e..: lee .I..,ee 13,ouQla Flen7ine Lie Number: 66648 SPACING 24 . 0" JREF- 1W4J408_ZO5 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR L Ioovi-/IoyD model-neatnrow L.onStruction -- ZD32r Polnsetta Ave SANVUHU, hL 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 "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 6 F__ 2X4 (Al) _ 2X4 III 2X4 III 3X4 = 3Z7 - DOZ ) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT ll, 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. 6 2X4(Al) _ 1-4-0 -4— 1-8-0 ---J L- 1-4-0 3eJ L, 4-0-0 _I_ 4-0- 0LINE — _I 8-0-0 Over 2 Supports R=485 U=131 W=4" R=3 rq RL=96/-96 ..••2!••.ow. 2-4 3 12-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01• 6 0 AM_ F-/5/-/-/R/- Scale=.5"/Ft. wARNINcI•• WAD AM FOL211111 ALL MORS ON TNIS WMI1161' T L 20.0 PSF REF R408-- 60467IWWANT" FURNTH ISHIS d1ANING 10 ALL CONTRACTONS INCLUDING 1NE INSTALLERS. 1 ru••e• r•p..1re eaar c•r• .n Irrlc•[Ip. w,rlip, Mlpplp, .n•t•11,p •ne w.p. R•fer a• •..e !• R ar Lae.a r.a1r .I D S1 (whelp Cowe,w.a S•roay 1nlerralr. , ,.1 .r.1GA>`f.r wr.ay Pr.ca.cr p ; • T L 7.0 PSF DATE 09/25/17 s perrer..p snow runea1- Iwulrer• w 1 prw.r ae•per•ry •rwlp per SCSI U...e•• war o wr.. ` P mere •rll r» praperry ua.elw •vocwr•1 w•anlp •ro maar chars wll .r» •properly • ue r. o.e o.alp Loe.alr. •ww1 rw perrnana 1.a.r. re. r.1na eI ..e..n.rl n•» •r•elp .n•a•Ilr`ror K • ATE • DL 10.0 PSF DRW HCUSR408 17268109 O «.. D2 DT er s1D... •ppl Icrb. APy.y Pbte•1a• eon r.o. er aro•..w po.,a.w ...wr .rw ..r 9 • pDM`J.Ina a.11.. 1... war .awr..w R.r.r I. err.p. TSDA.2 Ix .a.r.re Pr.a.r. a •. P .. aAlwn. . s.y...r e1 1n w.. le.p te e.rna. wow 1ne. wn ra r re.Pen..•1. rx ry a.y..ur rrr a .'4 ••• OR,Q .'• ILL 0.0 PSF HC—ENG SCN/DF r. p. •..y r .1ere ao m,re air arw• .n orro.rnca .tan ANslnn 1. •r ror n•r1.p, •n.pp, p. ••• p•' AN Irwcoma% Y ........air i.r.e.p er arw,e•. -VA '••'•'' V OT. LD. 37.0 PSF SE N— 782690 A r.1 r awl. •twin• .. p...r p.R. Ij.t.p Mi. •rrlp. 1-1..... •uP.pa.w..r pf..... 1..•1..•I 1 s9;0NAI E 4 Pe.. elel l l% wl.ly roe w 0011W. «... 11111 rl 11Ity r• r• •f MI• •f»Ip rer •ny •ar.ral.r• 1•'t 'y4 lea 240DLAC OM eDr.Suu2I50 r--Pul.lel l lay of ar ,l lelp 11".orr per AN:Inpl T $r 2 'UrlrytrWrOrp DUR . FAC . 1.25 FROM RF 0dXuID.FL 32x7 Fw rre .n1 a.r ... 1•,r qew r p.0. •r air` rp . SPACING 24.0" JREF- 1W4J408 ZOS FL COA10271ALPINE .Ip.w,a. • m:... aPln.a oro: nGA: w...Ro,w,.•ary , ICC• .... m.porl IB FlemingLic Number• 66648 THIS DEG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS11 SUBMITTED BY TRUSS MFR t looua-dodo model-neatnrow construction -- zbsy Poinsetta Ave SANFORD. FL 327 - 003 ) 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 Il, 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 A2 Dense Webs 2x4 SP 3 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) At 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 C 11 CA 3-4-3 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] pl 3X8 = 2X4[12] III 3-4 15 9-4-0 5-4F3 L- 1-4-0 -J L,- 1-5_8 --J I, 4-0-0 I 3-10-8 I 7-10-8 Over 2 Supports R=373 U=112 R- 1 f4j4 RL=98/-96..•'•• • ••'•• H=H1 Q ••V` SF•• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.Ot 6 0 TY. F-/5/-/-/R/- Scale=.5"/Ft. r•EARNINGI•• EW AND FIXAM ALL ND7ES ON TWOS MANING1 • T INyQRO AM.. FIINNISH THIS RAdINC 70 ALL CONTRACTORS INCLUDING THE INSTALLERS ; * ; * _ L 20.0 PSF REF R408 - - 60468 7 r.ne• raau.re e.tr Care .n Iwr,e•t.np, roel.p, .1..pp.np, ,roull.np •ro er•e ln0. Reler le Ana fs • • aro let«t e.t.on er gCSI (Dr.Is.,q Caapenena Arety Inrer.a.en, ay TpI •ho Mu) ror e•rot, pr•euee• p i • TC L 7 .0 PSF e perrer..np aroe ..et..e. le•a.Il.r. Y•II prer.e Leper•ry er np per RCSI. 10.«, rote error., DATE 09/25/17 top erord •roII hors properly •tt•enoo evretur•I •Ir•anu.g ero hotto. chord .n.0 row • properly •tale • ATE • rlglae..I.ng. L«.t.e..ne.,. f.r p.rerodt I.t.r.I re.tre.nt or eea• •ro11 ror. er.e,n9 .d.t.Ile er NG • DL 10.0 PSF DRW HCUSR408 17268101 trot.« M M or 010 « .ppl.ce le. Apply pl.a« to e•cn r•ee er Lre•e And p•.1t,00 •. •ro.n •era ee / i • (( o let pate u.. role•• hose earor.le Rdrar to dr•..npe 1ROA-4 ror u•ne•rs plot• pIA uodo. 0 4 •a •• dLpoAIR— • a..., or In w,Ia.q c..•a .dt• cr.rp Inc en.Il hot ro re.p.d•1ele ror ey d«14t rr•. t :4 d• OR ' AIR LL 0.0 PSF HC-ENG SCN/DF are. I,y, Any r•nore ae mad tro tyre• an epnrer.•neo .Ito AMSInPI 1, er ror horol.ho, •n.ppb.g. ':' leg ed AN ITW COMQkNY 1na•n•ue A or.elnp or tr..•.e.. I •••••' G` OT.LD. 37.0 PSF SEQN- 782685 A most sn "I& dreaing or Ia.1or page 11•ting MIA drsing. Indlat« apaptaroa of profeelahol ANBRI—rl ' pnlalaulq eLly rsr — drlgn and... Tow, wheal my aro a.e or told dra .9 rar •p L—L.r• 1. 1• y N 2400 LAt OI>rct Dl, Sugt 150 roo onaleu rty er w Runalp D«Ip..r p.r ANs1/7fI a Sde.= Mk it DUR. FAC. 1.25 FROM RF Oft&. FL 32937 For ere .nroro, tloo roe .• jog . goror•I ott« p•ga .e dhow Lee ..«: FLCOA10279ALPINE ---••IP.n•.t-•ee-: 7.I: ee tp,hot.orgc MCA: ..ac,ds.etry.ee, ItC: , AAroDoueIB Flemine Lie Number: 66649 SPACING 24.0" JREF- 1W4J408_ZO5 THIS D11G PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. tloou3-/IoyJ mooeI-neatnrow Lonstruction -- Z539 Nolnsetta Ave 5AN1'0RD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W1 2x4 SP ®2 Dense: Lumber value set "1311" 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 ® 24" oc. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 131 W2X4 S 2.25 cnvkill l/ L_ 1-4-0 j 4X4 2X4[ 13] III 327 - EDT) 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. 16- 6-8 Over 2 Supports 5- 1-7 9- 11-8 1- 1 7 9- 4-0 B- 0-0 R= 139 PLF U=40 PLF W=6-7-0 w e F;413 U=116 RL= 20/-17 PLF V , j+. l /,t Note: All Plates Are 2X4 Except As Shown. 0 ,.''•'``••• • •S'••. Design Crit: FBC2014Res/TPI-2007(STD) V F •. PLT TYP. Wave FT/RT=O%(O%)/0(0) 151 1.Q .06 .0 QT 1 L/-/5/-/-/R/- Scale=.375"/Ft. wARNINGI•• BEAD AND roues "" NmFs a THIS GBMIRGI ' 0. T LL 20.0 PSF REF R408-- 60469 IBIIORTANT" FIAI.SH THIS OOANING TO ALL CONTRACTORS INCLUDING TN[ INSTALLERS. • lr wro r.pu... ..I— a re .n I.........0. _n .p. Nlpplp, .n.t•Il 1p •n0 lr.elp. R.r.r to .M 1 • I- In n.on sf se51 iV.IY.n° CpiywnL S.f•q I.ror—Ilo.. , 11.— ..A) fsr of.Ly pr•eUe•. •WAT 1 DL 7 .0 PSF DATE 09/25/17 t. psrfer•.np Llr.• tuner .en•. In•t..1.r. w 1 pr.u.Y [.•p.r•ry w•e N, p.r BCSI. ilo.M —I- •tn.r • Weror• wll lu•• pr•p.rly .Lt.cn.e •tract r•1 •n.• lM .n• boll.• cost•—1.-- • pr•p.r.y • [.e • • r ° no. L•e•tl.w• •I.•.l ror p.ro.....L"I•t — r„ r. or •.•.. n pees..° ...•t•IDINT r S :E : DL 10.0 PSF DRW HCUSR408 17268013 aeUstn'S]. BT er HO. •. •ppI m••L. Apply pets• to otn I— or L p••a.an •• .1.••n .tovo •... p • b ..nL D.t..l.. to. boa .Ln.r.... N.r.r L. pro In°. ,NDA.: r :t:.rd pIor po.. t.a[ O °' LL 0.0 PSF HC-ENG KM/DF Alesn.. . nu...m or In Bu.le. q CeRo.. Group Inc. soon mL n• r••pon..els r .ny a rr r t • o. p, •ny r Ilur. to twlla LM Lru.. .n e.nlor•.ne. •Ito ANSI/T 1 ,, •r for n•n•IIp, • I • R • AN ITW COMTYwY n•t.I Law or—. ••n•. ^ '•"0. O^ •.... 0 • , •p' eA.. I M U.I. er..Ip or w.r p•B• II.LInp L,,.. oro.. i F • •• TOT. LD. 37.0 PSF $EQN- 105292 r."—. b1... y —1.ly for pn .n•... TM —IT-'1,IILy"'.Iro — •r sni. •r-1.9 for An.sr L r.I`r 2JOOLdeOM9eDT., Su2=ISO r..psn.Ib111=y .f tl.• Bu11•Inp O..Ip.r p.r AN/T SI}I , S.e.2. 6h S'ONgIti DLIR. FAC. 1.25 FROM RF Oludo. n. 32837 For Nor, .nror. I*N •os tnl, jo•'. p....r•1 Mr p•p• •.r 1n..0 w I—: UIIIIplp1It FL COA 002711 ALPINE: .••.•Ip.n. a T.I: .••.tpl^+a.pro. nu• .....el.. .ry.e.•: Ice:... e•.r.DOu la Flenling Lie Number: 66648 1 SPACING 24.0" )REF- 1W4J408_ZO5 09/ 25/2017 THIS DING PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS NFR 16603-/1695 Model -Heathrow Construction -- 2539 Poinsetta Ave SANFORD. FL 327 - F01) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x6 SP 82 Webs 2x4 SP k3 Lt Stub Wedge 2x4 SP t13: 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 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) 4X8(G1) Ip 9-4-0 III 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- 644.97 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 4] W3X4 1 75 R 1.25 6] W2X4 S 2.75 3-2 3 4-7-0 Over 2 Supports nn R=1476 U=360 W=4" R=877 U=225 u>u/q iSFA, H=H1 Design Crit: FBC2014Res/TPI-2007(STD) • V SiC••• PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.q .06 .0 QT 1 L/-/5/-/-/R/- Scale=.5"/Ft. WARNINGS" RFAD AND FCLLp1 ALL RATES pN THIS IWA11N61 • O. : IANT•• FURNISH THIS DRAWING 70 ALL CONTRACTORS INCLUDING RSINGTHEINSIALLCIWODI T LL 20.0 PSF REF R408-- 60470 Is rtr Cora In llerlutlnp. elm l,rp, N ppIoW. Iml.l1 ,1^1pe Am er.... . R.l.r to •m W t mlt,m .r S, SDI IIInp e..1.et 5 '.ty 11rormt,m. by TPI .IRA) for ,ty prlet.e.. 1 ts porlor.,p lNY fI•Kt,o 1.1t.11.r1 ANTI Prw.O. toopor.ry er.elnp p.r DCSI. Unl.eo Ntm otMr • DL 7.0 PSF DATE 09/25/17 DRW HCUSR408 17268014 op CNero 1N 11 N.o proporly Att.eH.P otrwt r•I ShoothIM .m pottoo Coe d ANTI N . . Pr.p.rly .[[.e • ATErIW,P o,B.;.9. L.e. &bob .e..1I r.r p.reor-I. I.t — rAot-Im or ..e. 1N1I1 N.. er.e lnp In.t.Ilm P.r • DL 10.0 PSF etlsn D]. Dl sr D1D. :1 1ppl,--r. Apply p11tw is o.oN r1e1 .2 r- ot•,W pm ltlm 10 .noon .Cow • • •1NJ.Int D.t•I IA. unlm norm otnor.lY. R.r.r a to .Hy..t.Aor fs • Am.p P11t. 11.ItI.N. i / • t AIPIN. . .w nlon of 171 w.11elnp empm.nto Goy Im -1. m roop.nA-1. r.r -y . .t Irm t% .•A• / / `OP••D ww o LL 0.0 PSF HC-ENG KM/DF SEQN- 105295ANITWCOMIMNY 24W LALe Onrge Dr. Supt 130 1np, •..y I Il.ro to W,11. tN trH1A In Cmfsrmlleo .IN ANSI/T 1 ,. 1r f.r Nmllnp, 1 .(, `• n•un.um a sr.elnp or erLAw. ' PpI'° -^ C ••.. O^ d• q N P A Y.I m tN 1. WIwIDp .r CMr P.p. II.SIM TIva /rm I I"Pastoo- .1 -1.n.. 1 0 for .IAMI .11W 11rrlp I rAZ__::,lSty mbly fw w Wmlpn .11..l1. Tlr WIWI1Ity w Nm .f Ul. hmlro for .1Iy arHet.r. b iN S NAIr.ApinAl.11lty sr _ D.I'd, np Dmlpmr p.r ANSI TI , Sm.R. 771• TOT. LD. 37.0 PSF DUR. FAG. 1.25 FROM RF SPACING 24.0" JREF- 1W4J408 Z05 orbrLO.FL )1837 FL COA 10171 wu/mluFormr. ,nl.rmt.ln ... ..,m•. -111 m w Pop..n. tHo= .oe Dou la Flemin Lic Number 66649ALneu ... .Ip.m,t..em: Tn:... sp..a.oro. WICA .....eel m..wy. Nor w A.r. 09/25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 16603-/1695 Model -Heathrow Construction -- 2539 Poinsetta Ave SANFORD. FL 327 - F02 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP B2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP N3 Lt Stub Wedge 2x4 SP N3: ILumber value set "13B" 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 3X6(G1) III 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 4-7-0 Over 2 Supports gs2i R=530 U=177 W=3" R=537 U=179 H=H1 S F/ r 4Azc•/' i Qv•••• J S•••• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 0 15. 1.01106 .0 TY: 5/-/-/R/- Scale=.5"/Ft. WARNINGS" WAD AIn FOL]DW ALL MOD ON THIS 111111111311191 IVFMANT" FURNISH THIS DRARNNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. LPTC ILL 20.0 PSF REF R408-- 60471 Tr«wsl, rey„Ire • c e•e r ,n r.•rle•t lryi n.mrinp .elppin,, I«ulr.•n. I br•r t. •rl. • *' t a t •.,tlen :f'.G:1`iR:.l.,n, Ce•pen• :.f•.y I.r..alm..r TPI .ro NTCA> ..r":•'rety pr._=r X_i L 7.0 PSF DATE 09/25/ 1 7 to p•rfor•In• tll«• funetl•nf. 1n.[.. ....N 11 pr« t••p•r•ry •l• M p•r OCSI Unl••• rot•. •L Merle • t e . Y.•1I N» prep IY •ll.eN.. cruet r•1 ul«,Hrlp .n. ••[[« cbr. •IN»I I H•» • pre ,Iy .uK • ATEullllqL•e•tl... .Ivn M1r p•rwn«a bt•r.l trelnt f .e•p •MIN w• n, tMI " A% • ap DL 10.0 PSF DRW NCUSR408 17268113 AL e« N] n •r "a e. •pp Ue.e b. A•prr put« a •.ce r•e• 01 t • tb =L D....I.. «I«. •"N" et r•I«. Ref.r to .r«In,. ,SOAR] rx :t:..•a ;::: ;:.""'" •°"' •"" 9 •• . OQ••• A 1p,ne. • Olel•Isn sr ITN Dul l.lp Ca•pen•nt• Group IRS. •n... not a r«panwlel• fa •ny a«,•teen fr« to OA ••• COO` LL 0.0 PSF HC-ENG SCN/DF AN n'W COMMWY n,. •nr f.lrer. t• a ll. tn. tr«. In eenre..ne..lt• ANSInpI ,. er r.r e.Wrlp. •nlpplp. rina•I I•uan A er•mnO •r N4•••••• sA/ OT. LD. 37.0 PSF SEQN- 782710 A ..•I M V I• .r«IIND •r —1 pp. II.t1.O C ..r.•Ip. IWP. t« •.O.pt.•C• of pref«•I.I1.I •*I—rI-9 rRRPR ...11Ity —,.,y I— — —101 •ne•n. l,r •u .I my .•. w .f twl• •r«In• r•r •ry •trtitrr• 1. r..pen.,•Illty tD• VII.In• Og101.r ANSIPIVI , I p' pNA rN DUR FAC 1.25 FROM RF2400LdeOnINSunkI50S sf p.r :•e.2. Wr1/pMilwu JREF- 1W4J408 ZOS olm,aD Ft 12837 FLcoAoona F. .• r. ,nrecs teen ... p gee . p.MA . « p•R..n. tp.» ». SPACING 24.0" ALINE ....Iprnat. : T.I: wcpl«t.er.: NTt.. rw.•eelMu.try.te.: ICC I::'lee••f.0il la Flemin Lic Number. 66648 09/25/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. k '00va-/ .ova N.oDe. -neaL"'cw l.DnsCr Y[:LIOn -- caju rD,nser.La /Mve ZOTiNr VIKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 82 Dense Bot chord 2x4 SP B2 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. R=60 U=33 R=50 U=1 2X4(A1) ou - us 3 139 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. 13-10-11 1-1C-3 L 12-4-0 L- 1-4-0 -J 0-0 Over 3 Supports R=216 U=59 W=8" Sr f/ •AvliA RL=70/-35 • •'c••: , ir J SF•• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 0 15..1.Of 06 .0 AQTY: 5/-/-/R/- Scale=.5"/Ft. NARNINGI" MO AST FOl1p ALL WTLS ar MIS 101111411111091 NPOInANT.. FURNISH THIS DRAN.NC TO ALL CONTRACTORS THE TC LL 20.0 PSF REF R408-- 60472NCL...NO INSTALLERS. Tru.,.• r.AP,r• •rtrss e•r• m r.•r.e•lln•. roron.D, •n.pp. p. * DATE 09/25/1 7ro ..a..a .e.a,.. •. •cSI tw..e.e• ...< sr.ay ..• NY MCA)L 7.0 PSF p.r ror...• an.,• f.w.ea.•n•. Iroa•...r. •..... :Prw.M a•.P ry .r.c.,9 P•, OCS,. U 0. rote •aror. . P erore w.. row P••P.r.y •aL.<roe •ar•ewr.. w.a•..q •ro .•aaro crora w.. row . Pr•P.r.y •ca.< : ATEr ,p.e <.u.,.•. L:.u••• ....... r•r P.r....ea ua.r• r.•v...a or ...• wn row „r.<..• .rounw P.r A . ,• DL 10.0 PSF DRW HCUSR408 17268110 Q QQ OALPOO] • T .r •1D. .. •PP.. u•... APP.y P.•l.•'a. wen b<. •r ar.• •ro p..,Us..• w.n •e.v. •ro • ro`J•.nL D:a•.I,, u.. ••. rot.. •aror..ro. N.I.r ae er•...9• tADA.2 r.r sa...e.re P••[• P••.a.•n, 9 ., A. P.ro. . e.....•..r .,. D.,.e. ....a, Or• I..<. w.. roa •. .,P. ..N.. rw .•, ew.•a.•,. rrro a• •. LL 0.0 PSF HC-ENG SCN/DF AN IrWCOMPANN OR` Q'•.•• pp. my I•nur. l• su,u aro aru•• m e•nr•rroroe ..an ANSInPI ,,r•r ror .urou^•. •n. • a.•., A •r.<,n• •r ar.....,. °°'"°' ',F •'••••.••••' G OT. LD. 37.0 PSF SEQN- 586186 34000LeO: WDr S=130 Ar•- 1 M "1. Pr••...D .r .•Y•r WIN, I1.t1..9 -1. •r..lp. N u.• Iro I.•r ..0.•<.ro• •r Pr./••..wl .9lro.r l.q ,, S/pNAt N r••P•e•.....tY •••••y M w rl•n w.n. l,r •..tY...Sy .ro r erwlnO f.r A".r • a wecur• .. r.. pr...N...q •. n.. ,..e..9 Ou...r PAN:.n.. , S•.: w33WW3j1 DUR. FAC. 1.25 FROM RF JREF- 1W4J408_ Z05 DTIsdD. FL 32R31 FL COA ID 27R For ..r . er.rroa.w ,.s .. ,.P•...ror.. ro .. P•rI• •••• aro....P . AL.E:---••. P• :•a• <•.: TP...::P....a•.rD:.TCA:.:.,e<..,e...ary < IM '— `.« ,.Dougla Flcmin Lic Number: 66648 SPACING 24 .0" 1.19/ 23/21) 11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L l00v.a-1.0va model-neamnrow E.Onscrucrion -- ZDJU roInSetta Ave SANFUKU, 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 "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. PLT TYP. I_ 0-8-3 AN aw COMMNY 2400 LAC Onxv Dr. Suva ISO Odmdo. FL 32937 3X6(G1) III LIE 1-4-0 -J 5-0-0 Over 3 Supports R=275 U=61 W=8" RL=103/-42 sz/ - tJ5 ) 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) FT/RT=O%(O%)/O(0) 15. WARNINGI— am AND fain RTL Om n TNIs Inua sI 10MIANT" FIRUIISH THIS ORANIMG TO ALL CONTRAC70S INCLUDING THE INSTALLERS. I 7runw r.yl.. • trer a r• ,n f.......,q, nrenn0. YIIr,.O. ,ruln„p .ne .—M. Rerer to no I.a..a mla,m •r OCSI IRu 110I,q C.•ponant S.I•ay Inrwra,en, or T 1 .r RCA) r.r r et, print RCsp•rlsr•Ip arse rurca,r•. In•a.I Ier. wll prwlr a.mer.ry wminp p•r S 1. U.— roam earn: r [note w,, no— proper,, .tt.cnm •trueau ur.anlnp .r >llm crore w re.. prerr„ .tt.cni p,e I,np. Loan— wwa fw p.re.r„a .r., rr . f ....mow:, r er.tl.0 . m p.r c[Ier I]. 87 RIO. • .pal leml.. Apply pl.ar to ..en I.e. sI • m poo—_ win .eer . r lelnt Dea.,I•, ,nlr• ram Mrr.lr. R.f.r t. ....Ina. aROA.E Ier •a.,r.re p,.ae pr11l Alp, r. . •,YI•Ir sr 111 Ru,I.1p Cs pan•n . Gr•y Iro. w,1 rot on r•.punm,• Ior .ny rvl.t,r frr r,np, .,,y r.I lur• to pun• ar art•• In conf•rrro..IM AI/SI/T I 1. .r rR troop. •I,Ipplp, mun•um a erm lop sr ar . eel .r1 MI. ermin0 .r p•Y.r p"o II.tInO "be drmin0. 111elp.tr wo pt.nte .f pMferl.rl a,01nmr11l gdI.1R11Ity r,.,y for,— Ylpn —. 111. —0-1 lty r.1 Is. •1 MI..r-1.0 for .ly .tra.:tur• I. pvl•INI I Ity of — I I, Dq.9— p.r ANSITI t 5•t.2 PeJWs. oror•1 ro r p•p P. PIE: norp: .r lIr•. me •I[r: fa( ) RCA: •w..eclrou•trYer• ICC: •w 12- 2-11 3- 2 3 9- 4-0 o MATE OF 00 SS ONAL N 5/-/-/ R/- TCILL 20.0 PSF L 7.0 PSF 9 DL 10.0 PSF ro- T. LL 0.0 PSF LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 60473 DATE 09/25/17 DRW HCUSR408 1726810S HC- ENG SCN/DF SEQN- 782679 FROM RF JREF- 1W4J408_ZO5 Ui] tT:iiT 7ii THIS DIRG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SURMITTFO RY TRUSS MFR 1bb03-/1b95 Model -Heathrow Construction -- 2539 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 #2 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"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. PLT TYP. Wave a LPO - AN ITw COMPANY 240D late OrjW Di.. Suite ISO Odude, FL 22107 2X4(A1) ;_ L- 1-4-0 aJ 5-0-0 Over 3 Supports R=283 U=68 W=8" 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. R=117 U=63 10-6-11 2-10-3 R=89 U=3 + 8-0-0 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15 NARNINGI" READ AND FOLux All WM co fills waimsp IlowTAM" FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 7 r...•pw r•eu.r• • t ••e •r• In r•erle•tl..p, n•n•III.p. MiMInD, I...I.... nO •.w er•elnD. R•f•r to •.M fMI•a••t M.t ion or'OCSIe IDu.l•,n• Ce•pMent S•I.ty Inferut.en, ey 7P1 •ne RCA) Ier ..r•ty pr....... p•rrer•.n• tn•.e runetl M•. IMt•11•r• w I Prev t••por•ry • In0 wH, SCSI. U.11••• rot•• 1—In P ener• M•I I Mre Prefer ly • t•elw• .true[ I M••tnl,q •n• M to• e • prep•r11 • a•ees.1ln•• Leee 1— •Mn.`fer por.•n•ntu I:t•r. . nt •I`..e •^ei.:ll n•M:C IIq I . .•`P. ^ M`lentOD•t•1•. 0110is w•nAMIIll1ill •. lye •r`t• •r ••c :fm, t ' t..pee•Ialen •new. •pov •n II.p a I' III— P.•IL.M•. AIP.M. • •.•I•,M or I77 Du la llq Ce pwwnu Waup Ine, wu mt d r••po....eu rsr .ny ••• L rra r ••Inp, •ny r•.Iure ao soil• tn• tru•• In eonrorunes •,an ANSI/T I I. er for nw1O1.1.9• MlppinD, nu•1 ut.M A •1.e.n0 oI vu•w. N•I M MI• •r••Ip N •Mr rP 11•tInG NI. 01-11Q, Indl.— •RaK•I<• N p-t--Lilt•. Vl—rl p•M I.111[y ••I•Iy f•r tM O••IDn •Iwwl. T^. W1-1 Illy •,r u•• .f till. •r••I D fB Any •tr ur• I• pwwlI. 'y •f w \111•Iq D••Ipwr p•r ANSInIll I S•e.t. F•r or• lnferut.M .. des'• Den•r•I w• tne•e ••• ALPINE: w• •IP.,r,a•.ea. 7P1 w• tP.n•t.•r0: )RCA: w• .•y.ee.: ICC'ww . AI)CtUI o :• VATE O 4D ._ NA 66648 5/-/-/R/- TOLL 20.0 PSF KIDL 7.0 PSF DL 10.0 PSF LL 0.0 PSF t TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 60474 DATE 09/25/17 DRW HCUSR408 17268119 HC-ENG SCN/DF SEQN- 782683 FROM RF JREF- 1W4J408_Z05 09/25/2017 THIS DVG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 16603-/1695 Model -Heathrow Construction -- 2539 Polnsetta Ave SANFORD. FL 327 - CJ1 ) lue Set: 13B (Effective 6/1/201 ITop chord 2x4 SP /2 Dense Bot chord 2x4 SP #2 Dense Lt Stub Wedge 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. 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"x3.5•'), toe nailed at Bot chord. 6 T 10-2-„ R=-7 Rw=16 Ili 3 0-8-3 T_ R=15 Rw=17 U=8 94-0 3X6(G1) III L- 1-4-0 -J 1-0-0 ChTr 3 Sgpports 111141, RR=16 2 U=60 W=B" AS F/ RL=37/-28 0.` • • ••..;::w. Design Crit: FBC2014Res/TPI-2007(STD) a V S •• PLT TYP. Wave FT/RT=D% O% /0 0 15 1.0i 06 .0 T /-/5/-/-/R/- Scale=.5"/Ft. WARN INGI•• HIS Nn roues A. pores a 7H1s SSA.1111 = L T LL 20.0 PSF REF R408-- 60475IWOQTAYT•• INGI" WA DAA•ING T• ALL LGAIIES 0IIS IN WMIG I 1MSlALI[•S T,••w ,••b •rare e.r. - fmr,C•a p, Ir M. N,pPl p, In•[•111p •m •tip. bf.r a. • air 1•tma m,Um vI ACSI Iw,ll.lp emp.r'rm Lear Infer.•[,en. •r TPI •m •TCA) r•r —ty Pr•ea, „'°', : * DL 7 .0 PSF DATE 09/25/17 s p.r rsr.lp arom r,.,ta ,or,• In•a•ll•r• w 1 P-1- a•.r•ry .r•e,p "r SCSI. u.l••• mam oamr L• • p trot Wll ro.r pr.per,y •[a•elrr •ar„ta r•1 m IM m. maam e e WI1 ro» . prep•rlr •tt•c,.- • • r,•,a e. 1„9• L.e•a,r,• .I,er, rsr p.,••,r„a"1•a•r• •a • wll roe. •r .•a•Ilm ' ATE ,• QFjDL 10.0 PSF DRW HCUSR408 17260104 nII mea len• •]. •1 .r •10. .• •ppuuP,•. Apply al. am' ..rJnter•I+Pa ru•. .M p••lum'u •Ir•w •— a— • Q I D ro •ma •• ar,•,w ola•• roam oaror..m br•r ao are,p• I•DA`i or •a.m•r. plea• pm,ua.• rm O•PP OP • a AlP, ro. . r In W,ls,p emPeront• Wl,P Im. wll ro raa m. 1. fey •.y .w,•a,e. r •p O fj pp LL 0.0 PSF HC-ENG SCN/DF p. •ny'r•,lur• to eu,,. aro aru•• I• emfw••ms Sian ANSIn 1 /, sr rot roml Ip, Mlpp, p, c -I / •• ` •p AN ITW COMMNY an•ul l•a,m L .r•e.p or arm•a•. I '••.•0.•a' ` tC OT.LD. 37.0 PSF SEQN- 782688 A m•1 pw till• •rmlp N tMr pnp. II.— -P.•rm1p, '"1.— .tst•ne. pat pr f•••Io.•I •"1• 11 'y rmpm• IUllMy ml.ly far tro Ylp,l ,pvl. Tlr aNI-1I itr •m —a at tAl• •rmlp for any .trm—r• I• c A' 40DL eonrCea..suSzI30 r..ps•l•111ay .r w dlW.9 Dmlpror p•r AMInPI T s•t.2. 'y ,yA-L DUR. FAC. 1 .25 FROM RF O3r&. FL 32837 rot mro ,•roe.. lm , tport• l• jm•• , m • p•p• .m aro•• .•. Up3pg11 FL COA 00271 ALPINC •Ip, m,u.ea ` TPI pl.•ae,o••TCA:...••elnq,•ary t 1GG':.. —Dou la Fleming LiC NUInbCC 66648 SPACING 24.0" JREF- 1W4J408 ZO5 09/25/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMFNSIONSI SuRMI17Fn RV TBIKC NFD t 1bbU3-/1bUb Model -Heathrow Construction -- 2539 Poinsetta Ave SANFORD, FL Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP A2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1311" 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. R=-31 Rw=32 U=42 327 - CAA ) 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 CSC member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 10-0I 3* 12-4-0* 12-10-11 R=9 Rw=19 U=14 IL 4e 1-4-0 -J 1-0-0 qy2r 3_kqpports R=190 U=79 W=B" aS FL ilk RL=37/-28 0...0 • . we'.. . Design Crit: FBC2014Res/TPI-2007(STD) a V S • PLT TYP. Wave FT/RT=096 096 /0(0) 15 1.04 06 .0 T /-/5/-/-/R/- Scale=.5"/Ft. wARNINGI•• REAB AND roLLTO ALL IgiS a THIS DB t/IBGI B T LL 20.0 PSF REF R408-- 604761•]VRiAMT•• FURN ISM THIS MAPPING 70 ALL CDNTRAC70RS IM0.NDIMG THE INSTALLERS I j 7r1•[M re•u,r...er e•r. In I•M ,lIPHl . S.1.1y •nlppl p, ,Mtell,p •ro peel N. MI•r t tiiiir B lM t .•,t1en .. BCSI Eal l•In• Fuywea S•fHy Inrpe•t,•n, er ,II •m ITT fer f•lY pr•et,e•• : DL 7 . D PSF e P.rrer.,n• eMN rwet,.M Ie.t.11.r, w11 pr—.- t•.Per.ry w.e.np p.r BE;I. U.1•.. net.• .ener.s. DATE 09/25/17 Ill, en.ra —All Mw pr.p•r1 ,•tt•erle. •v.,ewr•1 u1e•en,p .ne tot c 6 •MII I,•w . PrwerlY • t•cno • 7AT I• r •,• ...9. Lee•t,an• rer pere•nent I•ter• re•tr,, r • n•II Mw er•c .,q •Iras`per • • 1.DL 10.0 PSF DRW HCUSR4oe 17268118 B] B7 er BID. •.,•ppl,e•e le. App IY PI•te.'te e•en f•.• •r true• •M rd 111 •n •. wn•w1 •.•r• e,M 1 • (• n P tw`lent Dsty. .L.. MeM surra •e. R.r.r Ie er..InD• I'BMi:or .L,q.rP PI Pe. a,en 9O . . 1 Niy'- LL 0.0 PSF HC-ENG SCN/DF1'IL LI •IP,M. . , r In 8,., I•Ip CaP.,. • we.,P 1„e. w rewe,,.le.r• r •,.y ew r. r.e. to A••• rC Op,O.• rw,nB. •ny I•Ilure is .u1la tM tru.. In e.nrsr.•nee •,en AMSI/1 1 1, er rer Mn•I,p, YI / • I • g Nrcwr]ARwv .n•t.11.tlen..ret, •.r er"..... PP'"°' , ••••.....•••' TOT.LD. 37.0 PSF SEQN- 782676 A rl .n -1. Rr..11p M e.Y.r fN,p. I I.tllp "I• Rr.RIHq. IMIt•SM .eb t.ls. AT pr•r...1_1 .p ln.•rlp r..p.na•I ntr ..Illy I.r - r1.1 .II..n 11 .,.It••uIt — w• •T ..1. •—Iy e' r.r •"" .`"""'• " ` y NAL DUR . FAC . 1 . 25i,00 LRlt OI]Ire Dl. Sune ISO re.ps,.1e111q eI w r11•In• De.101er per ANSITI , s.e.:. 4,,- FROM RF QbndD.FL 12A11 For •sr. Ierer••t,•r. ••. ,. je • B•Mr•1 •• ,Ape A" tn•+• .ee • I ""' 411iiWulU111 FL COA 101. ALPINE: .w..IP•M,t..ee.: T.L ..:'p_ .r• TITCA: ...x„dwtry....: ICE: .`.. c.•r•(m1 la Flcmin Lic Numbcr: 66648 SPACING 24 .0" JREF- 1W4J408 Z05 09/25/2017 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. I, looua-/Iowa model-neatnrow uonstruction -- Z.3JU Volnsetta Ave JANI'uHU, I•L Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #2 Dense Lt Stub Wedge 2x4 SP 13- 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. i 0-8-3 T 3X6(G1) pl R=68 U=41 3Z1 - LJ3 ) 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 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 nalls(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nalls(0.162"0.5"), toe nailed at Bot chord. 7- 2-2-3 LIE 1-4-0 -J 1j-0-0 Over 3 Supports J R=206 U=51 W=8" S •' Design Crit: FBC2014Res/TPI-2007(STD) , V PLT TYP. Wave FT/RT=O%(O%)/0 0 15. 1.0J.06 0 TY. 5/-/-/R/- Scale=.5"/Ft. n 1111 O 1 AN IrW COMRANY 24M LAC Omrt DI.. Sdve ISO WARNINGS" WAD AND roux ALL carts oN nIIS MAIIING1 IMAM.. FIIRNISII THIS DRARINO 10 ALL CINI IIACTOAS INCLUDING 1HC 10611• ALLCRS. lru»•> re•u.r• • o•o era In .or I....... h•no.,np, •h,pp l,q. .n t•.I.nD Am •e .n•. R•"' is •,w It * h. t _it._ o 'I1CS. t;:.l•.np Ce.peheha S•rsay I.Iorutldo Dy IN •h• ITTCA)'f•r uI•ty or.eal.. r'. . ah... r.•.et1«• I'M.l.'A >h•.. Pro.,•. t..o•r.ry Dr.e.hp per I1esI. .e>...a.. h.r.. . ATE • to chore .n•u h•.• propery •u•enW •aruclur•! .ro•ch.np •ro Dotte. ez. Men Nw • Prop•r.y . a.c • r.D.• ..•R. .....h r.r p.r-1, lot ....... ......I ..N. •h... hew er. M ,.,t....•`pA, • am'e]. RT or 610. o. •ppllb•I.. ApPIy plot.• to «eh r•e..1 tru>..ro po..a.en A. .I.ow. ••w• •ro i • aM`J•int Dou. b, .n 1..• roc.a oth.r•.o•. Rorer to are. InR. 1•DA.Z I— • _'d P1.0 pw ra .en>. •• O ••• A.P, ro. . • .,.,« .r ITN b .....0 Go-P.•.h . Crrq Ire. call rot .. rAopdr. .• r•r •ey •.,.uu.. ns . , O •'; cC ORS P'• ` nu''•i•tl" A w.e.ht or tr .ar.1,— .. camwoom..— ANSI/T I 1. or for h.h•...p, •h. i • r. w•ro. ` ••••• w.H'• A r1 « tJ1I• •r•.I•p •r e.... I1.SI f11I.....I • " G nape. 1•Illcy ••1.1 for t,r rI 1 A' R0. IRRIe.w •fiptnr:• •r IH.r••.1p.>I V§—,Ip '',j S pNA E y . . ANS /Wl I S 2 .h. r .r r.I..r..IhN for .hy .tr,•t„r. I. yi,, r•olood, DII1c r w Rull•1 DWI #Awn, 11U1 11 TOLL L DL LL OT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 60477 DATE 09/25/1 7 DRW HCUSR408 17268102 HC-ENG SCN/DF SEQN- 782674 DUR . FAC . 1.25 FROM RF SPACING 24.0" JREF- 1W4J408 Z05a+alaD.FT 2:8» FLCOA10278 AL.IYC .:":,P._.,:y;`". .`.o.:o nei..:.h„`. .a".::: a r. DOu la Flcmin Lic Number: 66648 n9nsnn I THIS DwG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1bb0J-/1b95 Model -Heathrow Construction -- Z539 Poinsetta Ave SANFORD, FL 327 - CJ3A ) Value Set: 13B (Effective 6/1/2013) 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 Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 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"0.5"), toe nailed at Bot chord. 2X4(A1) 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 1-1C-3 L 12-4-0 R=50 U=1 L- 1-4-0 -J 0-0 Over 3 Supports R=216 U=59 W=B" F4lI Design Crit: FBC2014Res/TPI-2007(STD) ' PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 1.Ot.06 0 8TY. 5/-/-/R/- Scale=.5"/Ft. Oa pD AN nw COMAANY WARN INGISH nFIS AIAI NG 70 ALL IImEs a THIS D•A•HICI • 116VYTAM7•• i GI " THIS AND le ALL C•NTAAC70•S IMCLIMIN 7NC INSIALI[.S • 7ru..•- r•al„r• a t• •r• ,n f••r,t-1 lnp, Mn•I,p, rw 1pp,p, ,n.a.11,n• -M -e lnp. R•I•r a• -M f : * an. 1•a«a ••loan o `ACSI`Ibl lmnp Ceroen.nt S•req Inf>••urn, oy 7P1 •M t7CA) ro ufeq, Pr•euee. • t. P.rf•r-1-• [M.• M1wca1•n•. In.a•Iler• wl l pr.,,le. a.yr•rY •r•el,.P P.r ee51. 1•,le-- — • Mr• I, ATE • p mere .NII n.w prap•rlr .cc•en•• .trls[ur-1 •nua q •M .eta-s erora A— Il.w • .rope,., - a•t • r •le I. o Laa.c,a« • e.n rer Par..n•na 1-a•r.l r .. r .•. WII 1,- er.n,.• eM P., • sn,•] •1 or I... •pPlle.•I•. App ry pba« a• e.cn f.e• •r a ' • rd pl n •• -m .new .M • M`;e,nt •:aa l., nl... Maw ean.ra.. A.r.r ae •r.a . ,....:. :a:e.M Pl.a. Peaa,m. •. Q .• aA1pIM. . • al•,en er 1,. w, Im-• Ca peMnu w.-P IM. wl1 Ma •. r«peMl•1• rsr my •. ,.uen rrs an :, 0,. ••: cC ORS P• r..nq. a.y•r-leer• ae L.ue aM cr-.• In nonrw..M• aan ANSIn 1 ,. •r ror n.M un•. •nlppl,q. 4 •..... •• I.a.11.t len. •r.t.,.•.f arl..... 4i, tC••••• ( TC L L DL LL OT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 60478 DATE 09/25/17 DRW HCUSR40B 17266117 HC—ENG SCN/DF SEQN- 782673 240DLAeOrjV Dr.Seer I50 A-N 1 rn MD. •r.•I.D nr e•r.r P••• 11•[Inp NI• /I.•Ilq. IMIe.t.• .eaPt.nw N pr•r•..IWI •pIM•rl r•.p•11•I.I l lty MI•ly f•r — —lip .rre•n. llr .0 ItY 111tY .M — •r _.. •r.-Ine rw my .trfst.r• 1 I r..p.n.l•Illtr •f an. 16—, Ny o•.Ipl•r per A,ISI/T I , S•• : I,p' S/ ryy O Lrpp ytt DUR. FAC. 1.25 FROM RF SPAC I NG 24.0" JREF- 1W4J408_ZO5 OIL,ANFL 12837 FL COA 1D)7B Fer Mra Inrer•.al•,. - 1. 1m•. p•MM « P••e •M alr-a wn ALPINE w..IPIM Ia. ne•: TOP: ... [Pln-a.•r•: r •TCA: -- •.n•M„•crr•n•-: Ieo .1---•1«•.r•Douela Flemine Lic Number: 66649 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR lwwwa-rpwvJ Nlooel-neaLnroW a,onSLruGLlon -- L7J7 rolnseLLa mve JNnrUKU. rL. 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 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 V him 2X4(A1) 1,-- 1-10-10 -J 4-2-3 Over 3 Supports R=163 U=103 W=5.688" Ju - niJ ) 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 4.18 BC- From 0 plf 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 PIT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/0 0 15. jj@jTY. 5/-/-/R/- Scale=.5"/Ft. pALpp AN RW [OMMNY 240DIdk0nW Dl.Suu Ido WARNIHDI'• KO AID rau01 ALL Ioics ON IdWT1Mf• r FUNISN 111115 DG•ING 70 ALL C•NTMC1011055ISCLYDINGTell • INSILL[• l,•an o r.`1 •• pr: u•:•;»• r:rlpn, Iaa1nr1•l,.n.• . l,aM1rr•ACMStI1M•.nI••u,,lnAl,nf•.prle•a,p, oo11nA. .n,pp,e•gG•Iwl enS- Bety Inonby iplne •TEA) ror ••f ly prK pw,e4__Iqp•r •csl. ..•»a•top "r a .n.111,•„• proporly . a rlee arises r•1 IIIAI-6np •,w ota•• More . I new . properly L . a.e ,O: ATE • Ip" :" Ion,. «•t.«,.. e `r- mr.•n•nt"I.t.r.l r•.tr•lnt •f ..p• M 11 . .r•MI•p ..»a.l l.e` rs •f B •r Ho. •• epplle•.l•. Apply plan t• ••en ra• sr vise• Mole po•tuon .• •now. •ewe •m i • o:a.11.. w l••. l,a.l, an•r.,r. Rotor a. er•l,ln•• ,ea.: fs .twe.re plot. el,•,a1w.. '9 •. 0 .•• P. aA1ps. . e ",olio l,rn. Aul lmn• E.Rl, •nu wo.o la wn ma .. r•.p.n.,l,1• r.r .ny eMl.ul,n rr an :, D_•*Ie 't OR` • •• 1 . •a ,l,'i.,A , 1l,r• f Ile an• arise. 1. emrw..,,e• .Ian ANSInPI ,. or for n.l,el,ne, u.1 '14'II F ppll,p. • • A o••1 •o t111e Aroelll• or ee•er pee• bletIn• Me& Arwln•, IM IM•W eCOpteKe of pfl,feeawla elq lnMrinp ,I6. IONA r•l,•w,l,l11Itr •oIlly tor'- Orlon •IMw1. 1M -1t 11 ltr o1,A No• of Me, Aro•ln• for •,V •tni * Is r/ rrponol.lnay .f tn• sl . 0 Dole Wor rr Alae/L1I , ••M.2. 4FNWU1<lU TOLL L DL LL OT. LD. 20. 0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 60479 DATE 09/ 25/17 DRW HCUSR408 17268100 HC-ENG SCN/ DF SE N- 104705 DUR. FAC. 1. 25 FROM RF SPAC I NG 24.0" JREF- 1W4J408 Z05 01aldo.FL 22937 FL COA 00279 For •or. Inrl, rra,r ... ,. r•. owwr.l . pool, Oro anl,•• ALPINE: -.- •1p1n•.I—— ,el: - ipin•: VTCA: :. rM1rl,•Lrr.Mr: ICC=:----DougI4 Fleming Lic Number: 66648 09/25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED RY TRUSS MFR l 1bbu3-/1b9D Model -Heathrow Construction -- 2539 Polnsetta Ave SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP B2 Dense Bot chord 2x4 SP #2 Dense Lt Stub Wedge 2x4 SP p3: Lumber value set "136" 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"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. i 0-8-3 3X6(G1) III 327 - HJS ) 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. 1,-- 1-10-10 -J Le 7-0-2 Over 3 Supports R=232 U=94 W=10.564" .A00. R=85 U=42 R=130 U=3 12-2-7 3-1 15 9-4-0 Design Crit: FBC2014Res/TPI-2007(STD) '0 "C` "• PLT TYP. Wave FT/RT=O%(0%)/0 0 15 1. 06 1. QT •3 L/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI" READ AW FOLLOM ALL MOM 0 THIS MUIPEl . p, • TIIOVMTAMT" FURNISH THIS WAITING TO ALL CDMTRACTORS INCLUDING THE INS,ALLERS. R • LL 20.0 PSF REF R408- - 60480 r .eel... ar- t.r. " r•....al••. ueelle,. ,HI..I... ...a. .... • ••e ..ele•. R.r.r ae . * ro " an. l „'a .ela oe nr RGSI ,. .... G•.ee rra s.r.Ty 1erx..alm. .,.1 •ee .,GA, rer •.r.aYore,e• an.•• Iunet ,en• In•a•ll•r• wll prprle. aa.poror; .r.ele• e.r RCS1. Unls•• eoa.e o • DL 7.0 PSF DATE 09/2 5/1 7 ane e o wll ll.w er.e.rly IT-- •arueaur•I •lr•Tnlno •re . Ao .ro -II lI•w •properly • • DRW HCUSR408 17268106rlyle ""°' Lee.tlen• •Ileee rM p.re•-a '•""' r.• r•1"` or •e.. •n•11 .•w .r•tl.o l .l ;oIrpCS : ATE ' DL 10.0 PSF a pD a.. JOIna o:u,I• . l„ e.t.e other• •. RNer to er.A— IAOA.: rer • ee.re pl.ts pe.lal•e•.°""' • : eeu en'•' gs r,•, A10. ^• .ppl,e.. b.l A»IY pba.o as e•t. bee or ann.[ ro pe.,t l...•-Itl tra • AlPln.. . or In .r, lenl• Co.,e,w.a. Grol,p 1s w I eet .• re•pee•I.Ie ror •or m •. O . en •• LL 0.0 PSF HC-ENG SCN/DF AN ITWCOMA%W w lnp. '"Y'r.Ilu'a to Wlle a rw. In tenforvnee .,[. ANSI/T 1 T, er ror n.Mlleo• •e,pple• • ln,t.Il.a len ..rK.., If are„„.` s'-c; OR.••' TOT.LD. 37.0 PSF SEQN- 782694 A .eol M till& erwln• or .over /.R. Il.tln• "Is NroolnM. IIIRI..teA ARR.t.AoI of proM.lAru1 .rVl.Nrllq y S r.•p.n.l.l l lty .slely f.r W •MIDI .IKerI. Tlr Wlt•.11 ItY .rle w. or till. erwlno for .11y .trlitur. 1. S ONA DUR. FAC. 1.25 FROM RF24WLateOlaWDl.Sunt 150 r..p 1.1.111ty of w wile l.o DMl9mr per ANSI/Wl , SIA.t. 4l OIIDIlJOFL 32&37 FLmAroz7s For wr. ler.rMTlw ... anl. joo . •tiler.) M p.o. ub tIr•e - • brr:l 11 ALPINE: -..lp. rla..te.: T.I:-.Tp,roa .r9: •TCA:=:.••.lb .arY.ee.: ICG. '.:. ..r.p la Fleming Li Numer: 66648 SPAC I NG 24.0" JREF- 1W4J408_Z05 09/ 25/2017 THIS DTIG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 16603-/1695 Model -Heathrow Construction -- 2539 Poinsetta Ave SANFORD, FL 327 - HJSA ) 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/160 total load. Creep increase factor for dead load is 1.50. 0-4-3 1 2X4(A1) _ 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 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 10-6-6 2-9 14 8-0-0 L. 1-10-10 -J 7-0-2 Over 3 Supports -0 R=237 U=137 W=10.564" F(F ip G S Design Crit: FBC2014Res/TPI-2007(STD) • 0. S:C•••• PLT TYP. Wave FT/RT=O%(O%)/0(0) 15 1. .06 1. QT R2 L/-/5/-/-/R/- Scale=.5"/Ft. 4111ARNINGI" RrM AM7 MU.0 ALL MWES ON IMIS DRMIMGI D. p, • IwonAff" FIMMISH THIS RARIMC ID ALL COMTRAC7DRS INCLWONC THE IMSIALLERS • T LL 20.0 PSF REF R408-- 60481 ra..•- r•ou,r• -.Iro- c-r• ,n I-w Ie-T I,Ip, 11ep, onl ln.T.I1 In, -- er-„q. R•r•r T- ..e 11 . : do• S.1t•- 1•T-.I -.u- •. Rc51 twumn• ee e..nr s.r•q Inror-u-, sy nl •- RTG) r.r wr•ty vr.eTle•• . s p.rfor •Ino Tn•.e Iwletl-m. IrouU•ro •loll Prone• to•p.nry -r-I,q per RCSI Un 1-.. -Tm eTMrp • j I-P DL 7 . D PSF DATE 09/25/17 DRW HCUSR40B 172680941. n Clore .l,-I I -w Preporly .tt.Ceoe 1-t-11 YI-tDll o Y,e -otT- CMre .l,.l l Nw - propd-y .II- ATE • old eN IInO. L-.a,-..ne.e I.r p.r•-n-t I.Ur.1 r.. rM n[ -f ..-. Yon Ma. -r-,nR ,MY11- p.r S • • R]. 87 -r RID. .• -ppllu-b. A".y pbt•o a oc- I-• -r Tra. -- pe•n.M •. Y,e,ln --s-• • • J.•'- DL 10.0 PSF HC-ENG SCN/DFQII'L UUU D tli• :• D.T.n.. e^I .. not- •tn•r-lo• R•r.r t- er-.Inp. ;pM.1 rar •T--rd I.- poauM.. rM ;' , 9Alp,-. - -do or ITS Du,1e „q CC.po.on • Graq Inc. .n T -o r •pom.Gls - .y ear,• r •• •• R` uISInPI O LL 0.0 PSF SEQN- 782693ANITWCOMR4Nver..,ep, -ny r.nar• a m,ls am crass In eenreru-• .n- I, or for H.-Ln•, -I-,p. , •.• Otot. t -r-.nq or tr--.. Y4 •.•••-••••. ` TOT. LD. 37.0 PSF 1 M NI- h-Ip M CMI Wfl- IIK III• tM l- Sr-111•, 111e 1C-T- -Crpt-llc• of pr•M-IWl YVIn-rl•R ///49 r•-PYuI•II ItY -1•IY rsr w •r l0l 11. ley er-In• To, ///I S ONgI °`t DUR. FAC. 1 .25 . FROM RF 1-11 •ll• ao• •T NI• -" -e,=r- 1• r••p--I•IIIq •r Yo Mlre,.9 D-IOI•r p•r AMSI/W1 I s-.2. 2400 Late Oetua Dr. Suite 130 OdxldD.FL U1'rflR71 SPACING 24 .0" JREF- 1W4J408 ZO5 32937 FL COA r0279 o• For -or• Inrer-tl- w In,. J-'. pR.n.r.l n- . .•o .- tn•- •lllll ALPINE= -- .Ip,roll-•to.: TPI: •w.tpin-t.-rR. nu:---...-pine...try.t-: I«; =- ^p•r D U1 la Fleming Lic Nu m i cr: 66648 09/25/2017 Gable Stud Reinforcement Detail ASCE 7-i0: 140 nph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 12D mph Vend Speed. 15' Mean Height. Partially Enclosed, Exposure C. Kzt a 1.OD Or, 12D mph Wind Speed, 15' Mean Height, Enclosed, Exposure D. Kzt - 1.00 nn Ina r.nl% %j; i fnand IC• w- u..l..w4 r------- r- 2x4 Brace Gable Vertical pacing Species Grade No Braces Cl) 1.4 •L• Brace • 1) 2a4 'L' Brace • 2) 2y4 'L' Brace •• Cl) 2v6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B rn Q, CS U c 61 S i- F IJ I ' Ili N) / N2 4• 3' 7' 3• 7. 7• 8' 7• B' 11• 10. 3• 10, B' 13' 6' 4' D' 4. 0' 14. 0• N3 4. 1' 6. 7' 7' 10 8. 60 g' ID• ID' 11 10, 6• 13' V13' 10' 14• 01 14. 0• Stud 4. 1' 6' 7' 7' D' g' 6' B' 1D' iD' 1' ID' 6' 13' 4• 13, i0• 14' D' 14. 0' Standard 4. 1' 5' 8• S. 0' 7 7• B' 1' ID' 1• 10' 6• 11' 10, 12' 8' 14. 0' S P 7D F L NI 4. 6' 7. 4• 7' 8• e' e, 9' 0' IW 4' 10' 9' IT 8• 14' 0' 14. 0• 14. 0' 2 4' 3• 7' 3• 7' 7 = e' 7' e' It' IW 3' 1 11D' B' 13' 6' 14' 0' 4• D' 14' D' 03 4' 2' 6' D' G' 4' 7• W 8' 6' 10 2' ID' T 12' S' 13' 4 • 14 D' 14' D' Stud 4' 2' 6' 0' 6' 4• 7' I1• 8' 6' 10' 2' 10. 7' le, 51 13' 4' 14' 0' 14' D' Standard 4' V 5. 3' 5. 7• 1 7' 0' 7. S. 9. 6• ID' 2' 11' 0' 11' ID' 14. W 14' 0' L_% U1 U O 4 pSI- F HFi III / 112 4. 11• B' 4• 8' e' 9' 10, IW 3' W B' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0• 03 4. 8• 8' 1• 8' g• 9' 8• D' 1' It• 71 12' V 14• D• 14. 0' 14. 0' 14• D' Stud 4' 8' 8' 1' 8' 6' 9' B' iD' 1' 11' 7 12' {' 14' V 14. 0' 14' 0' 14' 0' Stonde-d 4' 8' 6' 11• 7. 5• 9' 30 9' 11' 11. 71 12. 1• 14' 0' 14' 0' 14' 0' 14. 0' S i- 7DFL NI 5' 1• 8' S' D' 9' 9' !1' ID' 4• 11' 10' 12' 4 14. 0' 14. 0' 14. 0' 14' 0' 02 4. 11' 8' 4' B' 8' 9' 10' 10, 3' 11• e' 12, 2' 14• D' 14. 0• 14' D' 14. 0' 03 4 ti 7' 4 7' 9 9' 9. ID' 2' 11' 8' le, 1' 14• D' 14' 0' 34. 0' 14. 0• Stud 4' 9' 7. 4• 7. 9' 9' 9' 10, 2' 11' 8' 12' 1• 14. 0' 14. 0' e4. 01 14. 0• Standard 4' 8' 6' 5• 6' 10• B' 7' 9' 2' 11' 7• 12. 1• 13' 6' 14' 0' 14. 0' 14. 0' CS LD X Z LJ O oi .-- I S P F HF11 NI 11 112 5' 5' 9' 2• 9. 6' 10, 10, 11' 3' I!' e• 13' 5' 14' 0' 14' 0' 14' 0' 14. 0' N3 51 1' 0 9• 4' 10' 8' 11' 1' 12, 9' 13' 3' 14. 0' 14' 0' 14' D' 14. 0' Stud 5' 1' 9' D' 9' 4' 1D• 81 111 V 12' 9• 13' 3' 14' 0' 14' 0' 14' 0• 14' D' Standard 5' 1• g' g• 8. 6' 10, g• t1' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' D' S P D F L Ni 5' 9' 9' 3' 9' 8' 10' 11' 11' 41 13' D' 13' 6' 14' U' 14. 0' 14' 0' 14' 0' N2 5' 51 9' 21 9' 61 10' ID' 11' 3' le, 11' 13' 5' 14' 0' 14' D' i4' 0' 14. 0• 03 5' 3' e' 5' 9' D' D' 9' Ii' 2' 12' 10• IT 4• 14• D' 14' 0• 14' 0• 14. 0' Stud 5' 3' B' S' 1 9' 0' ID' 9' W 2• 1 le' 10' IT 4' 14• D' 14. 0• 14. 0' 14' 0' Standard 1 5' 1' 7. 5' 7' 11' 9 11• 0' 7• 1 12' 9• 13. 3' 14. 0' 14' 0' 14. 0' 14. 0' l:ogonal brace optbry vertical Iengtn nay be doubled •hen blegonol brace is used eonnoet diagonal brace for 45Ca at each end. No. •eb total length Is 14'. Vertical length Shp - in table above. Connect olagon671-at nldocint of vertical vb. ALPONC AN flw CO.V.PANY urn RNelpon Drive Sdto zoo Maryland Heights, MO 53047 Aboutwt VK Ul Refer to chart above oVAWIIMJss RrAD MO IIXlIA/ ALL MIMS W (IDS MMWIWI I'"wiANlso rumism IMS MAWIN'. 10 All. UNIM MRS IIO.Im1M'. 11C I/SIAII.LRS. irytsH reWrr r.tr.nr care h febrtcalln& honrr'Y.p, instap'na end bra[ Crtrr to •W= at*. Ov I -lost .dttan of KSI ChAtZ.p toreon nt Safriy 1nFonutlm of iP1 s.d SILA> for safety. races prior to p.rforKnQ tn.w (w.ctlons. Inetsll.rs shop p•a kh, t.nporo•y becbV err KSL I..% rated OthM.fa., lop chord shop h..r prpgrly sttd[h.d struetlrol sh-wAg and wttor chol1 mil horn a prayrrly tta.n.d o, 1pM1 .. tl L23. 21ns tho.n s a pe .blo. (aural .strslnt of .ebt; ell rev. 14 a.p httas.d per 1be a.ed' th. B7 ar cot as glptes M apply PIe Vs to rorn tee, t•uto and ings nn as thd•n above pl tv the Joint dtaes, unlros rot.d othor.tt. hr to io•Fgs I60s-7 for N•r:e•d pl•b pndYt.nt. AtDl'v- a dvlslpn of )IV 91Adrg ew'Aarenle frwo Inc. snap not br resparolbir for any d.vbtbn fro L% dro•Irp any forte to MAd Ind Irma In conforraKr •ltn 4MMAN 1, or far herd+ng, snopina. ctdpstbn It Iroc6V of truswe. A %ral an that dresing or rovrr Ilep L%Il.g tN% drdsap bWrbt% arrepterew of prafm eena1 iD - ing reW.,%My -Wy for the dirtier %Mon Ilv uAtoWty era w of IW% dre:np v any %trurtur it the retfAvAulty of the RAdre tragrvr per ASS(/IPI 1 ser.P. forInfer-slhs b ntrsJosW-1 rolot p-Go -4d 1M.. Na 14- ALl• t-dire ts. • .• bli.eil•tnr.i 1PIn .••.lptnal pgl SK4• •••sbrT-tryo1W ME--.ltctsfrorg n STATE OF cC ORQOto. Bracing Group Species and Grodest Group A: S - Nee-name-r4 Hrn-rir r1 / r Stonderd 04 Stud r3 Stud r] Standard iiauota.% rlr-Larch Southern Pine••• e] r] Stud Stud Standartl Sta•Idord Group BI Won- rlr el t Btr Dowo r1 os nr-Loren Sarthoen pine••• el rt e2 e2 1. 4 Draees shall be, S41 (Stress-Roted Baardl. roe 1.4 So. Pine use only Industrial ss or Industrial 45 Stress -Rated Boards. Group D Values MX be used •111% these gracres. Goble Truss Detoil Notest ind Load deflection criterion is L/240. Provide upleri connections for SS pir over continuous bearing Is list IC Dead LoodL Goble end supports load from 4' W outlooLers shn 2' D• overhang, or 12' ply ood overhong. Attach ' L' braces ith IOd [0.128'.].0' nin) rolls. w roe t{I 'L' araee. space nails at 2' or. in Ill' end zones and 4' &c. bet een zones. t7or t2> 'L' b-aces. !;Pact. MIS of ]' one. In Ill' end zones oral 6' one. bet een zones. L' bracing -wst be a min4wn of BOX of rb member length. Goble Vertical Plate Sizes Vert a1 Len th No S e Less than 4' D' IX4 ar 2X] Geraler IMM 4• D' 1 3y4 Qerer to Connor truss design too - peal.. splice. one heel plates. Refer to the Buld:ng Designer for conditions not addressed of this detail. TDT. LD. 60 PSr MAX. SPACING 24.0' REF ASCU-10-GAB14015 DATE 10/01/14 DP, WG A14015ENCI01014 09/ 25/2017 1• Reinforcing Menber Gable Truss Gable Detail For Let -in Verticals ble Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use o IS that Covers the total area Of lopped plates to span the web. L 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nndsi IOd Common (0.148'R 3.'.min) Noils at 4' o.C. plus 141 moils in the top and bottom Chords. Toenoiled Noils. IOd Common (0.148'x3l%min) Toenails at 4' o.c. plus 4) toenails In the lop and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detail Drowings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A1003005ID14, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENCIOID14, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCIDI014, A20D15ENCI0IOI4, A20D15ENDIDIOI4, A20015PEDIOI014, A11530ENC101014, AI2030ENCI01014, A1403DENC101014, A16030ENCIO1014, A18030ENC101014, A20030ENC101D14, A20030ENDI01014, A20D30PEDID1014 S11515ENCI00815, S12015ENCI00815, S14015ENC100815. SISDISENCIOD815, S18015ENC10D815, S20015ENC100815, S2D015END100815, S2011115P S1153CENC10D615, S12030ENCIDOB15, S14030ENCIOO 15, S O A S18030ENC100815, S2003DENCIO0815, S20030ENDIOO I See appropriate Alpine gable detail for nodinun unrr F :t,•.1 So T' Reinforcement Attachment Detail 1' Reinforcing 'T' Reinforcing Member Member loe-null - Or - End -null To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail) Maximum allowable 'T' reinforced gable vertical length is 14' From top to bottom chord. 1' reinforcing member material must notch size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Eaemplei ASCE 7-10 Vinci Speed = 120 mph Mean Roof Height = 30 ft. Kzt = 1.00 Gable Vertical = 24'o.c. SP 03 1' Reinforcing Member Size = 2x4 T' Brace Increase (from Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Moyinun 'T' Reinforced Goble Vertical Length 1.30 x 8' 7 ' = 11 ' 2 ' T' Reinf. Mbr. Size T' Increase 2R4 3D 2x6 20 avARNINW.. READ AND FOLLOW ALL NOTES ON THIS DRAVIIIGI di ; IMPORTANT.•FURNISH THIS DRAWING 10 ALL CONTRACTORS INCLUDING INE IMSIALLCRS.• REF LET -IN VERT DATE 10/01/1410. Trusses require r•trrnr care :% fabricetirg, hardlig, shppirg, Install- end brats Rrfrr to srW' • • folio• the latest edition of RCSI tCuI.S.9 Conppwnt Sorel. Infornotnn TPi ien> ear •erety$ • ; y ew practices prior to perfarhing the.. funetlCns. Inst.11rrs shall proWde t npor.ry beating or, aCSI. • UN.ss - ed other.ls., top [hard %hell have properly attached structural sh..thing and option Chaff • : DRWG_ GBLLETIN]0l4shellMv. a properly attached rlgld Craino Locations ...n for permanent 1. treat rrs trelnt of ..b. • shall hove bre[inp metal Peel per RCSI seCtlons 63, 17 or BD, a% applicable Apply pelts to ..In race : ATE Q OALPONFE of truss end pasitiun as she., ebovr and on the Jolnt D.iad%, -.lots noted othrr.ler. • • Rrf r to dra.inps IS"- for stenderd plat. pasltbns. a-• ••• [ AN ITW COMPANY op, Alpine' A dldsbn of IIW aosc6ng Components Group Inc. shall not br I&SOOnSlblr for any d.vbtbn fro A a•• C `O •aThisdro.inp, failure to biAO In ANSI/IPI O^ any the truss Conf Ornoncr .I1h 1. or for handling, %hopi/w instoll.6on L br.Cing of tresses. ro' y! a•a.••••••a V` CASealonthisdro.kV or Cover page listing this dro.uig. Ind'sot es accept once of prefesabnN- MAX. TOT. LD. 60 PSF 13723RwelportDrive enpinerring responsibility solely for the design sho.m The suitability and use of llds dro.Ing ?i `•/OyZjiye__ DUR. FAC. ANY Stills 200 far any structure Is the responsibility of the IhAdkV Designer per ANSI/TPI 1 Sec?. '•j MAX. SPACING 24.0' Maryland Heights, MO MIT for nor. inforneaon see tNs job's g.Mral notes P.D. and the., ..b nusi ujn il• ALPINE, ...olpiniia.Com. 1Pa . ..ipin%t.pry SRCAi -.51sc,ndustryargi ICC.... iccsefr orp o9nsno 1 7 OF IMPACTYFEE STATEMENT ?crrn-1 t, STATEMENT NUMBER: 17100009 DATE: December 21, 2017 _ - q / 1 BUILDING APPLICATION #: 17-10000941 BUILDING PERMIT NUMBER: 17-10000941 UNIT ADDRESS: POINSETTA AVE 2539 06-20-31-502-0500-0150 n TRAFFIC ZONE:022 JURISDICTION: "1 SEC: TWP- RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: EUGENE MATONI ADDRESS: 484 PICKFAIR TERRACE LAKE MARY FL 32746 LAND USE: PALM TERRACE TYPE USE: SPECIALSNOTESION: CITY-SANFORD NSETTA AVENUE/ PALM TERRACE LOT15SFRDETACHED FEE ------- UNITRATE UNIT CALL UNIT TOTAL DUE-- TYPE- DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS-COLLECTORSN/A FIREnRESCUEmily Hou Ring .00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD .00 Singgle Family Housing 54.00 1.000 dwl unit 54.00SCHQOLSCO -WIDE ORD PARSingleFamily Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOK DDB 5,759.00 STATEMENT RECEIVED BY: d v f_LSIGNATURE: P EASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT T1JIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THh REQUEST FOR REVIEW COPIESEOF THE GOVERRNNINGSAPPEALLSS MAYNBE LAND DEVELOPMENT ORFREQUESTED, FROMTHEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDINGDEPARTMENT1101 EAST FIRST STREET SANFORD, FL 32771 PAYBE MENT SHOULDBREORDERPNODHISETHECUNTYY BLDINGPERMIT NNHECKUMEATTHEI-OLEFTOFTSTATEMENT. ISSUEDISWITHINME60 CALENDARDAYSOFLTHE RECEIVINGISIGNATTUURE DATEOABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL, 407-665-7356. AID cK. No. 2 2 DATE i Z CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION MAR 0 7 2018 Application No: l 2 2 l c/ Z= Documented Construction Value: S ,v-f Job Address: c I e t , 1/t v-e— Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New PT Addition Alteration Repair Demo Change of Use Move Description of Work: _P Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor Information Name - t e 5 Phone: Street: c 7 G 3 Fax: City, State Zip: 61 1- l 00 > `/ State License No.: rchitect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone- Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby 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 10S.3 Shall be inscribed with the date of application and the code in effect as of that date: S'" Edition (2014) Florida Building Code 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and ning. Signature of Owner/Agent Date Sign of oa r/Agent Date Print owner/Agent's Name Signature ofNotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Pri Contractor/Agent's Name 91 3--7 Signature ofNotary-State of Florida Date ANNME M BLAND Notary Public — State of Flonda Commission # GG t 70900 61y Comm. Expires Jan 16, 2022 Contracto &rrK t to Me or Produced ID e of W 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: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 2018 CITY OF SANFORD MAR 0 7 BUILDING & FIRE PREVENTION z PERMIT APPLICATION X D Application No: Documented Construction Value: S Job Address: Address: 02 3 k V\. S e (J-X I- r-r'- historic District: Yes No 129 Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: Property Owner Information Name Phone: Street: City, State Zip: Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Resident of property? : rmation Phone: 3F(v " 4EI-/ % 5r' d 4/ e Fax: State License No.: C 0 1l %•mil Information Phone: Fax: Email: 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: 5'h Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: Jn addition to the requirements of this permit, there may be additional restrictions applicable to this, property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced JD Type of ID Si ur Con ent Dale Prim ntractor/Agent's Name Slynature ofNotary-State of Florida Date ANNETTE M BLAND Notary Pt blic- Stale of Florida Commissior 2 GG 17M Alai Corrm. Expires Jar. 16. 2022 3crcec _ ,:4r %a:va Veer! Asv.. Contract to Me or Produced JD Type of ED 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: Mn. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30.2015 Permit Application rA— CITY OF SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION rpo 1'7.211'1 Application No: Documented Construction Value: S 18,000.00 Job Address: 2539 Poinsetta Avenue, Sanford 32771 Historic District: Yes No 0 Parcel ID: Residential Commercial Type of Work: Ne«O 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 Phone:407-709-2113 Fax: Name Street: City, State Zip: Title: Email: tb. knopp@peckelectric.net Property Owner Information Phone: Resident of property? : Contractor Information Name Donald K Peck / Peck Electric Inc. Phone: 407-509-7930 Street: 4205 Greenfern Drive City, State Zip: Orlando, FL, 32810 Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: EC13003084 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. rF 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 ur 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 or application and the code in effect as of that date: 61" Edition (2017) Florida Building Code ReAsed: hnuary I, 2018 Permit Application M NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Print owner/Agent's Tame Signature of Notary -State or Florida Date 3'.6- 17n21ure of Contractor/ADate T- 1 ;'b jhr —k Print Contractor Agcntj} Signature of Notary -State of rids Date ROSALFRAZIER M* W COWISSION I FF 191317 EXPIRES: March 12, 2019 IP" OF MVbeO BaToroNenrySarket Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID 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: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January 1, 2018 Permit Application Or LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: s 2 S ze /dr 1 hereby name and appoint: -rm-6 •rNi k ji PF an agent of: ec-40C c-E-rz r . t: 4:. - Nome or (*ompany) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all thinks necessary to this appointment for (check only one option): 9' The specific permit and application for work located at: 2Sx9.2 s 3 S PhjA,_fc*,x Ave. , 5,, , FL 32-7 7 / surer ,Adareu) Expiration Date for This Limited Po%%.er of Attorney: License Holder Name: POWALo •PL=C rg State License Number: EG l Zoo 309 i/ Signature of License Holder._ !!OWA<i STATE OF FLORIDA COUNTY OF /,1 ! je The foregoing ins rument as acl;no lodged before me this da. of a•% 2gcS.s , by /d r l who is o personally Moen to me or o ivho has produced G-`P6. identification and lyho did (did not) tal atl Notary Seal) ERIC ULLRICH Notary Public - State of Florida Commission # FF 210186 My Comm. Expires Apr 25, 2019 Rev. 08.12) r— Print or type name Notary Public -State of d,... 4 Commission No. rr vi 6'6 My Commission Expires: IOSB-1'£L (99£) XVd • 0"8-b£L (M) OZS•OZLZ£ ld 'Puelao . V '018 '*anV 410A m8N ISOM S09 :%9 a 3AI3031d SH33NION3 SNLLSU S1WMUVW UNV lV. 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NO UNDERGROUND UTILITIES, UNDERGROUND FOUNDATION, OR UNDERGROUND SIGN POST WERE LOCATED. ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK GPS0134" ELEVATION = 44.94 NAVD 1988 DATUM. PLACE fES R. SHANNON JR./P L!S. #4671 VAUD WITHOUT THE SIGNATU AND THE ORIGINAL RAISED OF A FLORIDA LICENSED SURVEYOR AND MAPPER LOT 29 I OVERED IRON ROD O O Lo 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' P84—PG82—BLK5—LOT15 FOUNDATION I ( f FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION I Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 0517209E Builder Name: Heathrow Construction Street: 2539 Poinsetta Ave Permit Office: City of Sanford City, State, Zip: Permit Number. t'1-Z Owner. Jurisdiction: 691500 Design 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 I a. Concrete Block - Ext Insul, Exterior R=4.0 1337.80 fP b. Frame - Wood, Adjacent R=13.0 112.00 fP 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 I d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1291.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=20.0 1291.00 ft= 6. Conditioned floor area above grade (ft") 1291 b. N/Ai R= ft' Conditioned floor area below grade (ftz) 0 c. c. N R= 11. Duct ft' Rft7. Windows(180.0 sqft.) Description Area a. Sup: Kitchen Nook, Ret: Kitchen Nook, AM: Gara 6 225 a. U-Factor. Dbl, U=0.65 180.00 ft' I SHGC: SHGC=0.35 b. U-Factor. WA ft' 12. Cooling systems kBtu/hr Efficiency SHGC: I a. Central Unit 28.6 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. WA 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 a. Electric Cap: 40 gallons 8. Floor Types (1291.0 sqft.) Insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 1291.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft° 15. Credits None Glass/ Floor Area: 0.139 Total Proposed Modified Loads: 45.54 PASS TotalBaselineLoads: 45.32 1 hereby certify that the plans and specifications covered by Review of the plans and t1iE S-r this calculation are in compliance with the Florida Energy specifications covered by this Code. calculator indicates compliance with the Florida Energy Code. rrn . °=i••• O KPREPARED BY: Before construction is completed DATE: ns-22_78 this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD 1NE'J OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factoryaealed In accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 ALL PROJECTS require an envelope leakage test report with envelope leakage no greater than 7 ACH60 ( 0 .1.2). 822/ 201811:20 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: R0517209B Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1291 Lot # Owner Name: Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Heathrow Construction Rotate Angle: 0 Street: 2539 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 V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1291 12006.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InflIID 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 3Slab-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 Its 0 0 1 8/222018 11:20 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 8SIab-On-Grade Edge Insulatio Kitchen Nook 19.7 ft 0 230 ft' 0 0 1 9 Slab-0n-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 V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch 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 20 26.6 ATTIC V Type Ventilation Vent Ratio (1 In) Area RBS IRCC 1 Full attic Unvented 0 1291 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Master Bath 0 Blown 68 ft° 0.1 Wood 2 Under Attic (Unvented) Master Suite 0 Blown 198 ft' 0.1 Wood 3 Under Attic (Unvented) Mwic 0 Blown 48 ft° 0.1 Wood 4 Under Attic (Unvented) Bedroom2 0 Blown 180 fill 0.1 Wood 5 Under Attic (Unvented) Bedroom3 0 Blown 146 ft' 0.1 Wood 6 Under Attic (Unvented) Bath 0 Blown 64 ft' 0.1 Wood 7 Under Attic (Unvented) Laundry 0 Blown 43 ft' 0.1 Wood 8 Under Attic (Unvented) Kitchen Nook 0 Blown 230 ft' 0.1 Wood 9 Under Attic (Unvented) Living Rm 0 Blown 222 ft' 0.1 Wood 10 Under Attic (Unvented) Hall 0 Blown 92 ft2 0.1 Wood WALLS Adjacent Space Cavity Width 10 Wall JVP81 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 IndAaster Suite 4 12 8 9 4 118.2 ft' 0 0 0.3 0 4 S Exterior Concrete Block - Ext InsUaster 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 InsrBedroom2 4 14 8 9 4 136.9 ft' 0 0 0.3 0 7 N Exterior Concrete Block - Ext InsrBedroom3 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 InKftchen Nook 4 19 8 9 4 183.6 tv 0 0 0.3 0 11 S Exterior Concrete Block - Ext InsrLiving Rm 4 18 4 9 4 171.1 fF 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 8222018 11:20 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 I-UKM K4US-1U14 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 Stones U-Value Width Height Area Ft In Ft In 1 2 W W Insulated Insulated Living Rm Kitchen Nook None None 35 3 8 24 ft' 35 2 8 6 8 17.8 ft' WINDOWS Wall v # Omt ID Frame Panes NFRC U-Factor SHGC 1 N 1 TIM Low-E Double Yes 0.65 0.35 6. 2 E 3 TIM Low-E Double Yes 0.65 0.35 1 8 3 S 4 TIM Low-E Double Yes 0.65 0.35 1 8 4 S 6 TIM Low-E Double Yes 0.65 0.35 1 8 5 N 7 TIM Low-E Double Yes 0.65 0.35 1 8 6 N 8 TIM Low-E Double Yes 0.65 0.35 6. 7 N 9 TIM Low-E Double Yes 0.65 0.35 1 2 8 N 10 TIM Low-E Double Yes 0.65 0.35 2 4 9 S 11 TIM Low-E Double Yes 0.65 0.35 4 8 10 W 12 TIM Low-E Double Yes 0.65 0.35 1 2 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Ai 1 354 ft' 354 ft' 64 ft INFILTRATION Scope Method SLA CFM 50 ELA EgLA 1 Wholehouse Proposed ACH(50) .000414 1400.7 76.9 144.62 HEATING SYSTEM Overhang Area Depth Separation Int Shade Screening 0 fP 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 in Oft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 in Oft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 In 0 ft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 In 0 ft 6 in Drapes/blinds Exterior 5 0 ft' 1 ft 4 in 0 It 6 in Drapes/blinds Exterior 5 Wall Height Exposed Wall Insulation 8ft 1 ACH ACH 50 1696 7 System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/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 822201811:20 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 Wall Height Exposed Wall Insulation 8ft 1 ACH ACH 50 1696 7 System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/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 822201811:20 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5822201811:20 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 60901 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — V Return— Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Kitchen Nook 6 225 ft' Kitchen Nook 150 ft' Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: Heating Jan Feb Xi Mar W JIM: rj MayJun rl Jul Aug rl Sep W Oct Oct Nov Nov Dec Dec VentingJanFebpCMarprJunJulAugSepXThermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 6 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 60 80 80 PM 80 80 60 80 78 78 78 78 78 78 76 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 S1221201811: 20 AM • EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 , ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (" 7. Windows" Description a. U-Factor. Dbl, U=0.65 SHGC: SHGC=0.35 b. U-Factor. WA SHGC: c. U-Factor: WA SHGC: d. U-Factor: WA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 2539 Poinseffa Ave, Sanford, FL, 32711 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1337.80 ft' b. Frame - Wood, Adjacent R=13.0 112.00 ft' 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Roof Deck (Unvented) R=20.0 1291.00 ft' 1291 b. N/A R= ft' Area c. N/A R= ft' 180.00 ft' Duds R W a. a. Sup: Kitchen Nook, Ret: Kitchen Nook, AH: Gara 6 225 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 28.6 SEER:14.00 Insulation R=0.0 R= R= ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.6 HSPF:8.20 1.333 ft. 0.350 Area 14. Hot water systems 1291.00 ft' a. Electric Cap: 40 gallons EF: 0.97 ft' 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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 8/22/201811:20 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House For: Design Conditions Outdoor design DB: 93.0°F Outdoor design WB: 75.2°F Indoor design DB: 75.0°F Indoor RH: 50% 2539 PoinsettaAve, Sanford, FL 32711 Sensible gain: 19820 Btuh Latent gain: 5176 Btuh Total gain: 24997 Btuh Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier or Eqv Actual airflow: 953 cfm Sensible capacity: 20878 Btuh Latent capacity: 7722 Btuh Total capacity: 28600 Btuh Design Conditions Outdoor design DB: 40.9°F Indoor design DB: 70.0°F Model: CH14NB0300000A+FB4CNP030L 105% of load 149% of load 114% of load SHR: 73% Heat loss: 21396 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier or Eqv Model: CH14NB0300000A+FB4CNP030L Actual airflow: 0 cfm Output capacity: 28600 Btuh 134% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 0 cfm Output capacity: 8.0 kW 128% of load Temp. rise: 26 OF Meets all requirements of ACCA Manual S. Job: R0517209 Date: 05-19-17 By: JND Entering coil DB: 79.2°F Entering coil WB: 64.6°F Entering coil DB: 70.0°F Capacity balance: 33 OF Economic balance: -99 OF A wrighttsoft' 2018-Aug-22 11:13:37 1,t Right -Suite® Universal2018 18.0.27 RSU20M Pape 1 r ...le%R05172098 - 2539 Pomsetta Ave1R05172098.rup Cale = MJ8 House Front faces: W wrightsoft• Project Summary Entire House Job: R0517209 Date: 0618-17 By: JND For: 2539 Poinsetta Ave, Sanford, FL 32711 Notes: Load Calculation was obtained from an electronic copy of drawing. NOTE: Spray foam on roof deck or walls - OA cfm is included in this calculation and is recommended for an outside air vent to be installed to pass the air leakage rate of 3 - 7 ACH during the blower door testing requirement. Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 17772 Btuh Ducts 1197 Btuh Central vent (43 cfm) 1371 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20340 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heating Coolin Area (ft2 1291 129 Volume (f 3) 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 AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF 8.2 HSPF 28600 Btuh try 47°F OF 0 cfm 0 cfm/Btuh 0.50 in H2O Backup: Aux Heat Input = 8 kW, Output = 27297 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 14130 Btuh Ducts 1601 Btuh Central vent (43 cfm) 848 Btuh Outside air Blower 3242 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipmenf sensible load 19820 Btuh Latent Cooling Equipment Load Sizing Structure 3009 Btuh Ducts 1040 Btuh Central vent (43 cfm) 1127 Btuh Outside air Equipment latent load 5176 Btuh Equipment Total Load (Sen+Lat) 24997 Btuh Req. total capacity at 0.73 SHR 2.3 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 0.061 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w_rightsoft- 2018•Aug-22 11.13:37 Right-Sullee Universal 2018 18.0.27 RSU20773 Page 1 Ie1R0517209B - 2539 Poinsetta /Ore%R05172098.nrp Calc = MJ8 House Frond faces: W 1;[e].I IT, L-El 11&irlEl SITE COPY / P7 - 9`r7 g V FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 05172098 Builder Name: Heathrow Construction Street: 2539 Poinsetta Ave Permit Office: City of Sanford City, State, Zip: Yi`7-F- Permit Number. 7_q9 y Owner. Jurisdiction: 691500 Design 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 ftz b. Frame - Wood, Adjacent R=13.0 112.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. N/A R= ft= 10. Ceiling Types (1291.0 sgfL) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 1291.00 ft= 6. Conditioned floor area above grade (ftz) 1291 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(180.0 sqft.) Description Area a. Sup: Kitchen Nook, Ret: Kitchen Nook, AM: Gara 6 225 a. U-Factor. Dbl, U=0.65 180.00 ftz SHGC: SHGC=0.35 b. U-Factor. WA fts 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor. WA ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. WA 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 a. Electric Cap: 40 gallons S. Floor Types (1291.0 sqft.) Insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 1291.00 ftz b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits None Glass/Floor Area: 0.139 Total Proposed Modified Loads: 45.54 PASSTotalBaselineLoads: 45.32 1 hereby certify that the plans and specifications covered by Review of the plans and t'RE STq, this calculation are in compliance with the Florida Energy specifications covered by this Code. / w calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed 0 DATE: oa-27-1a this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WT OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 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 R402A.1.1 and starting July 1, 2017 ALL PROJECTS require an envelope leakage test report with envelope leakage no greater than 7 ACH60 (R402A.1.2). REVISION 812=018 11:20 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Tale: R0517209B Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1291 Lot # Owner Name: Total Stories: 1 Block/SubDivislon: of Units: 1 Worst Case: No PlatBook: Builder Name: Heathrow Construction Rotate Angle: 0 Street 2539 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 Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 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 RValue 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 8/2212018 11:20 AM EnergyGaugeO 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 V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch 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 20 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1291 ft' N N CEILING Ceiling Type Space RValue Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Master Bath 0 Blown 68 ft' 0.1 Wood 2 Under Attic (Unvented) Master Suite 0 Blown 198 ft' 0.1 Wood 3 Under Attic (Unvented) Mwic 0 Blown 48 ft' 0.1 Wood 4 Under Attic (Unvented) Bedroom2 0 Blown 180 ft' 0.1 Wood 5 Under Attic (Unvented) Bedroom3 0 Blown 146 ft' 0.1 Wood 6 Under Attic (Unvented) Bath 0 Blown 64 ft' 0.1 Wood 7 Under Attic (Unvented) Laundry 0 Blown 43 ft' 0.1 Wood 8 Under Attic (Unvented) Kitchen Nook 0 Blown 230 ft' 0.1 Wood 9 Under Attic (Unvented) Living Rm 0 Blown 222 ft' 0.1 Wood 10 Under Attic (Unvented) Hall 0 Blown 92 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 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 InsMaster Suite 4 12 8 9 4 116.2 ft' 0 0 0.3 0 4 S Exterior Concrete Block - Ext InsMaster 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 Inst5edroom2 4 14 8 9 4 136.9 ft' 0 0 0.3 0 7 N Exterior Concrete Block - Ext InsdBedroom3 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 InSfitchen Nook 4 19 8 9 4 183.6 ft' 0 0 0.3 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 8/22201811:20 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 Omf TO Wall Type 13 W Garage Frame - Wood Kitchen Nook 13 12 9 4 112.0 ft' 0.23 0.01 0 DOORS Omt Door Type Space Stones 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 ft' 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 It 4 in 0 It 6 in Drapes/blinds Exterior 5 4 S 6 TIM Low-E Double Yes 0.65 0.35 18.0 ft' 1 It 4 in 0 It 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 Drapesiblinds 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 ft' 1 ft 4 in 0 ft 61n 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' 354 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 1400.7 76.9 144.62 .1696 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/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 8/222018 11:20 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 Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 uucTs Supply — V Return— Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Kitchen Nook 6 225 ft' Kitchen Nook 150 ft' Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: Heating JanFeb X Mar W AAppr Jun JulMayrl rl Aug Sep 1 Nov Dec Jan Feb X Mar Jun Jul Aug Sep 1 111 Occtt X Nov DecVenting 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 8/22/201811:20 AM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 2539 Poinsetta Ave, Sanford, FL, 32711 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (M) 7. Windows" Description a. U-Factor. Dbl, U=0.65 SHGC: SHGC=0.35 b. U-Factor. WA SHGC: c. U-Factor: WA SHGC: d. U-Factor. WA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1337.80 ft' b. Frame - Wood, Adjacent R=13.0 112.00 ft' 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Roof Deck (Unvented) R=20.0 1291.00 ft' 1291 b. N/A R= ft' c. N/A R= ft' Area 11. Ducts R ft' 180.00 ft' a. Sup: Kitchen Nook, Ret: Kitchen Nook, AH: Gara 6 225 ft' 12. Cooling systems - kBtu/hr Efficiency fta a. Central Unit 28.6 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. WA R= c. N/A R= ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.6 HSPF:8.20 1.333 ft. 0.350 Area 14. Hot water systems Cap: 40 gallons 1291.00 ft' a. Electric EF: 0.97 ft' b. Conservation features ft' 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: 0 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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 8/22/201811:20 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsofte Manual S Compliance Report Entire House Job: R0517209 Date: 05.19-17 By: JND For: Project Information 2539 Poinsetta Ave, Sanford, FL 32711 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 19820 Btuh Outdoor design WB: 75.2°F Latent gain: 5176 Btuh Indoor design DB: 75.0°F Total gain: 24997 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier or Eqv Actual airflow: 953 cfm Sensible capacity: 20878 Btuh Latent capacity: 7722 Btuh Total capacity: 28600 Btuh Design Conditions Outdoor design DB: 40.9°F Indoor design DB: 70.0°F Model: CH14NB0300000A+FB4CNP030L 105% of load 149% of load 114% of load SHR: 73% Heat loss: 21396 Btuh Manufacturer's 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 134% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 0 cfm Output capacity: 8.0 kW 128% of load Temp. rise: 26 OF Meets all requirements of ACCA Manual S. Entering coil DB: 79.2°F Entering coil WB: 64.6°F Entering coil DB: 70.0°F Capacity balance: 33 OF Economic balance: -99 OF F- wrightsoft' 2018-Aug-22 11:13:37 1 ,...,........ ,.., Right -Suite® Univema1201818.0.27 RSU20M Page 1 A ...le1R0517209B - 2539 Poinsetta Ave1R05172098.rup Calc - MJ8 House Front tares: W wrightsoft• Project Summary Efitire House Job: R0517200 Date: 05-19-17 By: JND For: 2539 Poinsetta Ave, Sanford, FL 32711 Notes: Load Calculation was obtained from an electronic copy of drawing. NOTE: Spray foam on roof deck or walls - OA cfm is included in this calculation and is recommended for an outside air vent to be installed to pass the air leakage rate of 3 - 7 ACH during the blower door testing requirement. Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 17772 Btuh Ducts 1197 Btuh Central vent (43 cfm) 1371 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20340 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heating Cooling Area (ft2 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 Cp 14N60300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF 8.2 HSPF 28600 Btuh @ 47°F 0 OF 0 cfm 0 cfm/Btuh 0.50 in H2O Backup: Aux Heat Input = 8 kW, Output = 27297 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 14130 Btuh Ducts 1601 Btuh Central vent (43 cfm) 848 Btuh Outside air Blower 3242 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment- sensible load 19820 Btuh Latent Cooling Equipment Load Sizing Structure 3009 Btuh Ducts 1040 Btuh Central vent (43 cfm) 1127 Btuh Outside air Equipment latent load 5176 Btuh Equipment Total Load (Sen+Lat) 24997 Btuh Req. total capacity at 0.73 SHR 2.3 ton Cooling Equipment Summary Make Carrier or Eqv Trade Split HP Cond Cp 14NB0300000A 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 0.061 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrigFstsoTt 2018-Aug-2211:13:37 Rlght Babe® Universa1201818.0.27 RSU20773 Page 1IM ...Ie1R0517209B - 2539 Poinsette Ave1R05172098.rup Cale = MJ8 House Front faces: W