The URL can be used to link to this page

Home My WebLink About4618 Socrates Way 18-2551; PLUMBING- NEW SFHS'kKFORD AUG 2018 PERMIT APPLICATION Application No: ( -- ( Documented Construction Value:$ 6300f Job Address: ( i'a i-e- V cq Historic District: Yes El NoR Parcel I D: Residential 13 Commercial Type of Work: New Addition F1 Alteration R Repair R DemoE] Change of Use R Move El Description of Work: . j Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Phone; Street i t) ekResident of property?: City, State Zip: Contractor Information Name _ 5 Q'tA CV Phone: S t w. ................ . .. . Street: Fax: 4(, j C F (_ t City, State Zip C, C-1 -3:) State License No.: Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: - Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCE M EN,rMAY RESULTIN YOUR PAYING TWICE FOR IMPItOVEMENTS TO YOUR PROPEIVI'Y. A. NOTICE' OF COMMENCEMENT INIUSTBE RECORDED AND POSTED ON THE loll si-ru'. BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUIA. WITH YOUR LENDER OR AN ATTORNEY REFORF RECORDING YOUR NOTICE OF COMMENCEMENT Application is 1wreb)' 111MIC 10 obtain a permit to do the work and as indicated. I certify that no work or installation has commenced prior to the issuance of pcnnit and that allwork will be performcd to mect standards of all laws regulifing Construction in this Jurisdiction. I understand that a separate perralt must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. h'OTICC: in addition to the requirement..; of this permit. there may be addiriuilai reirictions ;tpplicable to this property that nuty bt. found inthe public ri:cords of this col"ItY, and thcre maybe additional permits 1-rouired fiom other govurnMat,: Ciltides such , eater management d . istriets, state aglencics, or fedcral agacricics. acceptance orpermit is verirication that I will notify the owner of the property of the requircment, of Florida Lien J_aw. FS 713 The City of Sanford requires payment or, plats review fee at the time. ofpermit submiital. A copy of the e.xccutccl coljl,-,kci is required in ordertoCalCLIhIle3planreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejot-, It the time ofsob;nitud. The actual construction value will be figured based on the current ICC ',.Inli;ation Table in effect at the fimc the permit is issued, in accordaiwe With local ordinance. Should czflculaled charges figured off Ow executed coltrac, exceed the :i;twd conslrllctiwi credit will I b applied to your permit fees when the permit is issued. ONVNER'S AFFIDAVIT: I certify that ill of the foregoing information is accurate and that all work will be done in compliancewith all applicable laws regulating.construction and zoning. kn11t11rc 4f0%vm0A3mcn1 ct 4 32 3 -3 Contractor/Agerit is Personally Known to Mc or Owticr/Agent isPersonalhKnowntoMeoraProducedIDType oflb Produced ID TypcorlD- BELOW IS FOB IC USE ONLY Permits Required: Building El Electrical [I Mechanical F1 lllumbingGasE] ',,00l*[] Construction Type; Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: or Stories: New Construction: Electric - 4 of Amps I'lumbinis - 9 of Fixtures ig Fire Sprinkler Permit: Yes[] No E] k/ of Heads - Fire Alarm Permit: Yes NoF ZONING; WASTE WATER: APPROVALS: ZONIN UTILITIES: l-'NGINEE'IZING: CONEVIENTS: FIRE: BUILDING: Rcviscd: Aim 30. 2015 llcmiil Applic&im-, FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002551 Date 8/22/18 Property Address . . . . . . 4618 SOCRATES WAY Parcel Number . . . . . . . . 22.20.30.520-0000-0460 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1073162 Permit pin number 1073162 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002551 Date 8/22/18 Application pin number . . . 426112 Property Address . . . . . . 4618 SOCRATES WAY Parcel Number . . . . . . . . 22.20.30.520-0000-0460 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 221152 Application desc noc on file Owner Contractor david weekley DAVID WEEKLEY HOMES 225 S WESTMONTE DR c/p tracy STE 3300 SANFORD FL 32771 ALTAMONTE SPRINGS FL 32714 407) 86-5820 (407) 865-8200 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2145.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1073162 Permit pin number 1073162 Sub Contractor SPEGAL PLUMBING LLC Permit Fee . . . . 108.00 Issue Date . . . . 8/22/18 Valuation . . . . 0 Expiration Date . . 2/18/19 Qty Unit Charge Per Extension 18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 891.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. AUG 2 3 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ } Job Address: Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ('/V l o" i Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Title: Email: Property Owner Information Phone: Resident of property? : J Contractor Information Name r Phone: - Street: 1,-21 5 Fax: City, State Zip: State License No.: M1 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby 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 pen -nit 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: 5'1' Edition (2014) Florida Building Code 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 Sign (,ure of Con ctor/Agent Date Print Owner/Agent's Name Print ContracW/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of COMMISSION # FF985918MY EXPIRES. April 25, 2020 1407) 398-0153 FloridallotaryService.com Contractor/Agent is personally Known to Me or Produced ID Type of ID Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SCPA Parcel View: 32-19-30-5GS-0000-0450 Page 1 of 2 0 axm as CM Property Record Card A Parcel: 32-19-30-5GS-0000-0450 sc rcx.w w rain I Property Address: 105 KAYWOOD DR SANFORD, FL 32771-8837 Parcel Information _ - -- - -Value Summary Parcel 32-19-30-5GS-0000-0450 2018 Working 2017 Certified j - Values Values Owner(s) iANTO IES LLC Valuation Method Cost/Market Cost/Market Property Address 1105 KAYWOOD DR SANFORD, FL 32771-8837 PI Number of Buildings 1 1 Mailing 5224 W STATE ROAD 46 PMB 103 SANFORD, FL 32771-9230 — -- i Depreciated Bldg Value , $161 244 $148 144 Subdivision Name KAYWOOD REPLAY -- - - Depreciated EXFT Value $11,000 $8,200 Tax District S1-SANFORD — -" Land Value (Market) $51,000 $40,000 DOR Use Code 1 0130-SINGLE FAMILY WATERFRONT Land Value Ag Exemptions j Just/Market Value "* $223,244 $196,344 Portability Adj 00 90 ? 90 90 96.70 .8b ____j_._. _. ...._... Save Our Homes Adj $0 $0 And mement1 Ad/ $18 130 $9 877 P& G Ad/ $0 $0 I r _ 4JAssessed Value - $205,114 $186,487 133. 5} N m 94 125.75 Tax Amount without SOH: $3,615.00 2017 Tax Bill Amount $3,615.00 Tax Estimator CD 7 4g ( Save Our Homes Savings: $0.00 TRIM Notice Help 212. 41 Does NOT INCLUDE Non Ad Valorem Assessments 1 „. 4 n x90p r Legal Description LOT 45 KAYWOOD REPLAT PB 30 PGS 27 & 28 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $205,114 P $ 0 $ 205 114 Schools $ 223 244 $0 $223 244 City Sanford $205,114 $0 I $205,114 3JWM( Saint Johns Water Management) $205,114 1 $0 $205,114 County Bonds- - $205,114 = $0 (-$205,114 D.... __ ._..._ _ -.. - __ .. .... escription Date Book Page Amount _ Qualified Vac/Imp CERTIFICATE OF TITLE [ 8/1/2018 09187 0681( $175,600 '` No Improved SPECIAL WARRANTY DEED 2/1/2010 07362 1866 $153 000 , No Improved m fi CERTIFICATE OF TITLE 1/1/2009 07122 0012 $234 100 ; No Improved WARRANTY DEED 1/1/1993 1 02533 1236- $88 800 ?Yes Improved WARRANTY TYDEED 4/1/1985 01628 1536 $94 100 Yes Improved Find Comparable Sales Land _._ ... Method Frontage Depth __. _ Units _ Units Pnce Land Value LOT 0.00 € 0.00 1 $51,000.00 $51,000 Building Information Is Bed/Bath count incorrect? Click Here. _EE Description Year Built Fixtures I Bed Bath Base Are.] TotalSFLivin SF Ext Wall , Ad Value Rapt Value Appendages P Actual/Effective i -----^- 1 P http://parceldetail. scpafl.org/ParcelDetaillnfo.aspx?PID=3219305GS00000450 8/23/2018 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 A lication Number . . . . . 18-00002551 Date 8/23/18 Application pin number . . . 426112 Property Address . . . . . . 4618 SOCRATES WAY Parcel Number . . . . . . . . 22.20.30.520-0000-0460 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 221152 Application desc noc on file Owner Contractor david weekley DAVID WEEKLEY HOMES 225 S WESTMONTE DR c/p tracy STE 3300 SANFORD FL 32771 ALTAMONTE SPRINGS FL 32714 407) 86-5820 (407) 865-8200 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2145.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1073477 Permit pin number 1073477 Sub Contractor J & J ELECTRIC Permit Fee . . . . 60.00 Issue Date . . . . 8/23/18 Valuation . . . . 0 Expiration Date 2/19/19 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 891.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD CUSTOMER RECEIPT #t @per: BLANDA Type: OC Drawer: 1Date: 8123118 Ol Receipt no: 182216 Year Number Amount20182551 4618 SOCRATES UAY SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS 89.00 AC 532826 Tender detail CC CREDIT CARD $89.00Totaltendered Total payment $89.00 89.00 Trans date: 8/23/18 Time: 15:14:26 CITY OF SANFORDv BUILDING & FIRE, PREVENTION PERMITAPPLICATION Application No: Documented, ConstructionValue: $ Historic District: Job Address: - Yes No Parcel ID: Residentiato Commercial Type of Work: Newo Addition Alteration Repair Demo Change of Use Move Description of Work: Contra+> or, Information f Name I- a J „ Phone: i - rJ 00 street:.:"SC` C ter n CA Fax: City, State Zip: t1tY C' 1` State License No.:c o Architect/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 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 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. OVMR'S_AFFIDAVIT: I certify that all of the foregoing information is be done in compliance with all applicable -•laws regulating; construction and Signature of Owner/Agent Date Print Owner/Agent's Name Signature -of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Name rtci'tTiut ` 1'work will G i CHERYL D AKERS x MY COMMISSION # FF998962 ateo EXPIRES June 05, 2020 gQ7}3L8-0157 riot idalloiaryseatce.mn. ontractor/Agent is _! Usonall'y Known to Me or roduced ID TypeofID ptLOW IS -FOR OFFICE SE ONLY Permits Required: Building Eleetrical 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: June 30, 2015 Permit Application f I ALPINE AN CW COMPAN' Cif,o InfArmn+inn' Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Customer: v Accu-Span Truss Company Job Number: 20942 JobDescription: 7497 - B /7497 - B -DAVID WEEKLY Address: Lot 46 REGEAN POINTE City, State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural FOR if one exists for the building: Name: License #: Address: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1114.20 JRef #: 1 W b54080024 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (pst): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 32 truss drawings and 5 details. Item Seal # Truss 1 141.18.1700.29469 Al 3 142.18.0747.18213 A3 5 142.18.0747.35750 MA 7 142.18.0747.39820 B2 9 142.18.0747.43403 CJ 1 A 11 142.18.0748.09290 CJ3A 13 142.18.0748.11963 CJ5A 15 141.18A700.29019 F1 17 141.18.1700.29532 F2 19 141.18.1700.29049 F3 21 141.18.1700.29080 F5 23 141.18.1700.29547 F6 25 141.18.1700.29079 F7 27 142.18.0748.15720 F9 29 142.18.0748.17523 FG1 31 142.18.0748.29853 HJ7 Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 142.18,0747.16057 A2 4 142.18.0747.32800 A4 6 142.18.0747.37597 B 1 8 142.18.0747.41570 CJ1 10 142.18.0748.07843 CJ3 12 142.18.0748.10770 CJ5 14 142.18.0748.13187 ER 16 141.18.1700.29844 RAA 18 141.18.1700.29048 172A 20 141.18.1700.29500 F4 22 141.18.1700.29485 F5A 24 141.18.1700.29501 176A 26 141.18.1700.29859 F8 28 141.18.1700.29110 F9A 30 142.18.0748.27550 FG2 32 142.18.0748.33193 HJ7A This document has been electronically ,,- signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. No.70NI fSTATEOF { 4 OR 05/22/2018 Printed 5/22/2018 10:35:31 AM f Job Number: 20942 Ply: 1 SEQN: 145262 / T4 / COMN Cust: RR408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 12 FROM: RF DrwNo: 141.18.1700.29469 Truss Label: Al KM / WHK 05/21/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6'33 12' + 17'8"12 + 24' 6'35'8"12 5'8"1 Z2 6'T4 t- 4" 8. 8' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 23.68 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to In C& C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:0(0)/0(0) Plate Type(s): WAVE 4X4 D24' 8' 16' Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.061 1 999 240 VE RT(TL): 0.156 1 999 180 HORZ( LL): 0.023 H - - HORZ( TL): 0.042 H Creep Factor: 2.0 Max TC CSI: 0.282 Max BC CSI: 0.688 Max Web CSI: 0.221 VIEW Ver: 17.02.01A.1114.21 fit' • ••'• ra'''•.'- (/''. i o. T08 4 i coa' 1r,Q(A1. 05/ 22/2018 8. 24' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1043 / 118 / 521 / - / 150 / 4.0 F 1043 /118 /521 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 363 -1669 D - E 379 -1509 C - D 379 -1510 E - F 363 -1668 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1431 - 227 H - F 1431 - 251 1- H 965 -106 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 580 -125 D - H 579 -125 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached dgjd ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MrwcoHaav truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. I isting thisdrawingindicatesacceptanceofproesstonarengineeringresponsibilitysolelyforthedesinshown. The suitability Suite 150 and use ofthisdrawingforanystructureisfheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineim,com; TPI: www.t inst,or SBCA: www.sbandust .com; ICC: -iccsafe,org Orlando FL, 32837 i Job Number: 20942 Ply: 1 SEQN: 880006 / T3 HIPS Cust: R408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 2 FROM: RF DrwNo: 142.18.0747.16057 Truss Label: A2 KM / WHK 05/22/2018 6'8"4 i 11' + 13' + 17'3"12 6'8"4 4'3"12 2' 4'3"12 r 1'4" ice 11' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.43 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber 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 "'I3B" uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 4X6 4X6 D E 24 24' 6'8"4 2' 11 1 '4" 13' 24' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.045 J 999 240 B 988 / 119 / 524 / - / 139 / 4.0 Lu: NA Cs: NA VERT(TL): 0.126 J 999 180 G 988 / 119 / 524 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.021 1 - - Wind reactions based on MWFRS HORZ(TL): 0.048 1 B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 G Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.502 Bearings B & G are a rigid surface. TPI Std: 2007 Max BC CSI: 0.971 Rep Factors Used: Yes Max Web CSI: 0.235 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 15.01.01C.0611.00 B - C 391 -1470 E - F 344 -1162 C - D 344 -1163 F - G 390 -1469 D - E 328 - 976 Sa • Jf p. T08 1 SAT 0 .. loz a;, Co..0 1A4 05/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1256 - 246 1 - G 1255 - 271 J - 1 976 -134 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 173 - 383 1 - F 172 - 382 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for sashipping, practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riqid ceillnq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildincl Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 6750 Forum Drive I isting this drawing indicates acceptance of pro-fessional engineering responsibility solely for the des i n shown. The suiCability Suite 305anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIrrPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t insto ; SBCA: www.sbandust .corn; ICC: —J=afe.orq Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 880002 / T2 HIPS Cust: R408 JRef: 1Wb54080024 7497 - B 17497 - B -DAVID WEEKLY Qty: 2 FROM: RF DrwNo: 142.18.0747.18213 Truss Label: A3 KM / WHK 05/22/2018 5'9"4 '115' + 18'2"12 + 24' 5'9"4 3'2"12 6' 3'2"12 5'9"4 1'4" + 9' 9' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 22.93 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber 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 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 4X6 ; 4X6 D E 24' 5'10"4 14'10"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 9'1"12 1'4" 24' T Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.049 J 999 240 B 988 / 239 / 525 / - / 119 / 4.0 VERT(TL): 0.112 J 999 180 G 988 / 239 / 525 / - / - / 4.0 HORZ(LL): 0.022 1 - - Wind reactions based on MWFRS HORZ(TL): 0.050 1 B Min Brg Width Req = 1.5 Creep Factor: 1.5 G Min Brg Width Req = 1.5 Max TC CSI: 0.386 Bearings B & G are a rigid surface. Max BC CSI: 0.643 Members not listed have forces less than 375# Max Web CSI: 0.137 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 15.0 1.01 C.061 1.00 B-C 426-1514 E -F 391 -1289 C - D 394 -1297 F - G 426 -1512 D - E 381 -1126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1298 - 294 I - G 1297 - 308 J-1 1124 -196 05/22/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byv TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections 1331.137 or 10, as applicable. Apply plates to each face, oftrussand position as shown above and on the Joinf-Details, unless noted otherwisef7efer to ALPINE drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW BuildirAComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the Mmy couvnNr truss in conformance with ANSI TPI 1, or for handlin shipping, installation and bracing of.trussesA seal on this drawing or cover paqe . , 6750 Forum Drive listing this drawingindicatesacceptanceofpro) essionaQ engineering responsibility solely for the design shown. The stability Suite For and use of this drawing, for anystructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlandoto 30 FL, 32821 I— morn mf n li— — thi, nh's neneral notes nano and these web sites ALPINE: www.aloineitw.com; TPI: www.tpinst.org; SBCA: www.sbandust .com; ICC: www.iccsafe.o Job Number: 20942 Ply: 1 SEQN: 879998 / T11 HIPS Cust: R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 142.18.0747.32800 Truss Label: A4 KM / WHK 05/22/2018 7' 12' 17' 24' T5' 5' 7' 6X6 III2X4 =6X6 C D E T ;F:;- a F C 4X6(A2) 1112X4 5X6 III2X4=4X6(A2) 1'4" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 7'1"12 7'1"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.43 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 17.00 TC: From 56 pif at 17.00 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 7.04 BC: From 10 plf at 7.04 to 10 plf at 16.96 BC: From 20 plf at 16.96 to 20 plf at 24.00 BC: From 4 plf at 24.00 to 4 plf at 25.33 TC: 240 lb Conc. Load at 7.04,16.96 TC: 169lb Conc. Load at 9.09,11.09,12.91,14.91 BC: 454 Ito Conc. Load at 7.04,16.96 BC: 127 to Conc. Load at 9.09,11.09,12.91,14.91 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. 24' 4' 10"4 12' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 4' 10"4 16'10"4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.168 D 999 240 VERT(TL): 0.383 D 743 180 HORZ(LL): 0.055 H - - HORZ(TL): 0.124 H Creep Factor: 1.5 Max TC CSI: 0.857 Max BC CSI: 0.723 Max Web CSI: 0.319 VIEW Ver: 15.01.01 C.061 1.00 1F• 1` I T, ty r, ENS o. 748 1 s Q SAT CO iAAV, 2i 0 AI. a1, 05/22/2018 7'1"12 1'4" 24' 1 e 1 20'8" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2086 / 537 / - / - / - / 4.0 F 2086 /537 /- I- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 2.1 F Min Brg Width Reg = 2.1 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 987 - 3869 D - E 1039 - 4090 C - D 1039 - 4090 E - F 987 - 3869 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 3381 - 844 1 - H 3407 - 844 J - 1 3407 - 844 H - F 3381 - 844 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 617 -4 I-E 837 -238 C - 1 837 - 238 H - E 617 -4 D -I 289 -586 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafelyInformation, bV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarryybracingperBCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro Pry attached r clid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to ALPINEdrawings160A-Z for standard plate positrons. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µn .ram truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitability Suite 305anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: www.iccsafe.o Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 511315 / T1 HIPS Cust: R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 142.18.0747.35750 Truss Label: A4A KM / WHK 05/22/2018 7' 12' 17' 24' 7' 5' 5' 7' 4X6 III2X4 =4X6 C D E T 12 6 0 f"J 1 B F 7i A 3X4(A1) III2X4 = 5X6 1112X4 = 2X4(A1) 1,4" 7'1"12 7'1"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 22.43 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 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 24.00 BC: From 4 plf at 24.00 to 4 plf at 25.33 TC: 121 lb Conc. Load at 17.00 BC: -170 lb Conc. Load at 17.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS. 24' 410"4 4'10"4 12' 16'10"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Pf: NA Ce: NA VERT(LL): 0.060 D 999 240 Lu: NA Cs: NA VERT(TL): 0.126 D 999 180 Snow Duration: NA HORZ(LL): 0.020 H - - HORZ(TL): 0.043 H Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.497 TPI Std: 2007 Max BC CSI: 0.357 Rep Factors Used: Yes Max Web CSI: 0.114 FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver: 15.01.01C.0610.23WAVE 05/22/2018 7'1"12 1'4" 24' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 974 / 260 / 522 / - / 99 / 4.0 F 953 / 273 / 522 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brig Width Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 423 -1477 D - E 470 -1456 C - D 470 -1456 E - F 422 -1437 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1249 - 312 1 - H 1212 - 335 J - 1 1255 - 310 H - F 1213 - 337 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracinq insTalled per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. kefer to A 110161111.1 LPI N Edrawings160A-Z for standard plate positions. Alpine, a division of ITW Build incL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M rAwcommy truss in conformance with ANSI/TPI 1, or for handlinq, shippintq, installation and bracing of trussesA seal on this drawing or cover page . , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro-tessronaf engineering responsibility solely for the design shown. The suitability Suite For and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.305 For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: -A inst.or ; SBCA: w ,sbcmdust .com; ICC: w Jccsafe.org Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 880027 / T10 COMN Cust: R408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 3 FROM: RF DrwNo: 142.18.0747.37597 Truss Label: 81 KM / WHK 05/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6'1"4 + 9' + 11'10"12 + 18' 6'1"4 2'10"12 2'10"12 6'1"4 1.4.. Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.93 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber 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 Wind Wind loads based on MWFRS with additional C&C member design. 4X6 D 18' 9 9' 9 18' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.025 G 999 240 B 765 / 185 / 407 / - / 108 / 4.0 Lu: NA Cs: NA VERT(TL): 0.057 G 999 180 F 677 / 152 / 348 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.011 G - - Wind reactions based on MWFRS HORZ(TL): 0.025 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.330 Bearings B & F are a rigid surface. TPI Std: 2007 Max BC CSI: 0.732 Rep Factors Used: Yes Max Web CSI: 0.232 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 15.01.01C.0611.00 B - C 525 -1040 D - E 490 -821 C - D 462 - 819 E - F 550 -1046 05/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 874 - 391 G - F 883 - 385 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - G 609 - 336 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 8l o as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. heferto ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nv nw COMIMY truss in conformance with ANSI/TPI 1, or for handling, shippinq, installation and bracing oftrussesA seal on this drawing or cover page , 6750 Forum Drive listing this drawing indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suitability Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: wwwal ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust com; ICC: —.iccsa1`e.orq Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 511300 / T17 GABL Cust: R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAV ID WEEKLY Qty: 1 FROM: RF DrwNo: 142.18.0747.39820 Truss Label: B2 KM / WHK 05122/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 18' 9' f3, 2' 4F4 rTYP1 F- 1'4" Wind Criteria Wind Std: ASCE 7- 10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.93 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIP # 2 Dense Bot chord 2x4 SP # 2 Dense Webs 2x4 SIP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. bxb Snow Criteria (Pg, Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: INA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:0(0)/ 0(0) Plate Type(s): WAVE 18 18, 18' Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 K 999 240 VERT(TL): 0.003 K 999 180 HORZ(LL): 0.001 K - - HORZ(TL): 0.002 K Creep Factor: 1.5 Max TC CSI: 0. 178 Max BC CSI: 0. 059 Max Web CSI: 0. 056 VIEW Ver: 15.01. 01C.0610.23 i 0.708 q08 i CID NA c , 05/ 22/2018 Maximum Reactions (Ibs), or *= PLF Loc R /U /Rw / Rh /RL /W B* 99 /27 /51 /- / 19 /76.0 R* 97 /18 /41 /- /- / 139 Wind reactions based on MWFRS B Min Brg Width Reg = - R Min Brg Width Reg = - Bearings B & R are a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locationsshownfor'permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standardplatepositions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the wmv coMrnnr truss in conformance with ANSI/ TPI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 6750 Forum Drive I isting this drawing indicatesacceptanceofproessronaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 305 and use of this drawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this iob's oeneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinstorg; SBCA: www.sbandustry.mm; ICC. www.iccsafe.org Orlando FL, 32821 — -_- Job Number: 20942 Ply: 1 SEQN: 879986 / T14 JACK Cust: R408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 4 FROM: RF Dnallo: 142.18.0747.41570 Truss Label: CJ1 KM / WHK 05/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 7 12 6 F 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.93 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. V - -J Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. C 7- )_2 1`2 " 11 y) o LIDr- 20'8,r Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 ID HORZ(TL):-0.000 D Creep Factor: 1.5 Max TC CSI: 0.198 Max BC CSI: 0.025 Max Web CSI: 0.000 VIEW Ver: 15.01.01 C.061 1.00 G o. 7.08 1 4 SAT coA oiUAt, E •`' 05/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 201 /57 /137 /- /33 /4.0 D 9 /10 /15 /- /- /1.5 C -36 / 36 / 24 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d ceilinq. Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, e. AfpTy Plates to each face, oftrussand position as shown above and on the Join Details, unless noted otherwise. f7efer to 60A- Z for standard plate positions. of ITW Building Components Group Inc. shall not nce with ANSI/TPI 1, or for handling, shipping, in Intindicates acceptance of pro-fessronaf en hawing foranystructureistheresponsibilitTPI: failure to build the I or cover pa e n. The sui ability ALPINE N A. 1 y 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN. 511303 / T40 JACK Cust: R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 2 FROM: CH DrwNo: 142.18.0747.43403 Truss Label: CJ1A KM / WHK 0512212018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 12 6 f 4" 3 W Wind Criteria Wind Std: ASCE 7- 10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: 8 Mean Height: 20.93 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B ( Effective 6/l/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 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 11 1'4" 1' 1' Snow Criteria ( Pg, Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:0(0)/ 0(0) Plate Type(s): WAVE Additional Notes Provide ( 2) 16d common( 0.162"x3.5") toe -nails at top chord. Provide (2) 16d common( 0.162"x3.5) toe -nails at bottom chord. C F 21'2" 11 M 1: (t) CD 20'8" Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT( TL): NA HORZ( LL):-0.000 D HORZ(TL):-0.000 D Creep Factor: 1.5 Max TC CSI: 0. 198 Max BC CSI: 0. 025 Max Web CSI: 0. 000 VIEW Ver: 15.01. 01C.0610.23 4 f I o. 7, 08 1 S TO C 0 A 61 sl0NAL GNU r r, 05/22/ 2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 191 /61 /144 /- / 33 /3.5 D 10 /10 /15 /- /- / 1.5 C -36 /37 /25 /- /- / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVTPIanr3SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarny! _ bracing per BCSI. Unless noted oYherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. LocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 810, as applicable. Apply platestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. kefer to ... drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the Ma CoMPuar truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum Drive I isting this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 305 and use of thisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL, 32821 m,..o -...,-..,, ... rhi Inh a —nerai notes Wane and these weh sites ALPINE www.alnineitw.com: TPI www.toinst,oro; sack www.sbcindustry.com; ICC: www,iccsafeorq Job Number: 20942 Ply: 1 SEQN: 879987 / T13 JACK Cust R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 4 FROM: RF DrwNo: 142.18.0748.07843 Truss Label: CJ3 KM / WHK 05/22/2018 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " K 1'4" yi\fiili Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.43 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber 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 Wind Wind loads based on MWFRS with additional C&C member design. 3' 3' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5') toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 1.5 Max TC CSI: 0.225 Max BC CSI: 0.068 Max Web CSI: 0.000 VIEW Ver: 15.01.01 C.061 1.00 A H. o. 708 1 S a' s at © ' o_ A i: coa o}VONAL 05/22/2018 22'2"11 LO 7 In V 20'8" Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 222 /46 /141 /- /63 /4.0 D 50 /- /36 /- /- /1.5 C 59 /28 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingquireInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, le. AfpTy places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f7efer to 60A-Z for standard plate positions. a division of IHI 1, or torn acceptance any structure ALPINE: from this drawing,any failure to build the 4 seal on this drawing or cover page for the design shown. The suitability ALPINE Mf COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 511306 / T36 JACK Cust: R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY City: 2 FROM: CH DrwNo: 142.18.0748.09290 Truss Label: CJ3A KM / WHK 05/22/2018 C 12 22'211 6 [- T M O B - N 20,8„ A D 7X 11 1,4„ 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 21.43 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: Any FT/RT:0(0)/O(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162" x3.5") toe -nails at bottom chord. Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 1.5 Max TC CSI: 0.225 Max BC CSI: 0.067 Max Web CSI: 0.000 VIEW Ver: 15.01.01C.0610.23 i a. 748 s a• SAT t COAs 0,NA1. rM11>,rnD tar'' 05/22/2018 B 224 / 46 / 142 / - / 63 / 3.5 D 50 /- /36 /- /- /1.5 C 58 /28 /19 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro -1 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. A LPI Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the wmv couwev truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page, , 6750 Forum Drive fisting this drawing indicates acceptance of pro essionaT engineering responsibility solely for the design shown. The suifabdtty Suite 305anduseofthisrawingforanystructureistheresponsibilityofthebuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.corn; TPI: www.t instor ; SBCA: w .sbcindust .corn; ICC: -icesafe.orq, Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 879988 / T12 JACK Cust: R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 4 FROM: RF DrwNo: 142.18.0748.10770 Truss Label: CJ5 KM / WHK 05/22/2018 1 1'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.93 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. C r•I Snow Criteria (Pg,Pf In PSF) DeFl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.004 D HORZ(TL): 0.009 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.264 TPI Std: 2007 Max BC CSI: 0.223 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 15.01.01 C.061 1.00 Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. l g a "'fir o. 708 1 S AT O COAbg8 ilia rrMpwnBwago*-- 05/22/2018 P C'7 20,$„ Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 288 / 53 / 179 / - / 94 / 4.0 D 89 /- /58 /- /- /1.5 C 116 /55 /45 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARN(NG** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporarryY BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a pro Cp erly d ceilinqq. Locations shown forpermanent lateral restraint of webs shall have bracingq insTalled per BCSI sections B3, B7 or t310, e. AppTy plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of IYI t, ortorr acceptance any structure ALPINE: his drawing, any failure to build the on this drawing or cover pa e Ie design shown. The suit9ability ALPINEINE I Col P 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 511309 / T37 JACK Cust: R408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 2 FROM: CH DrwNo: 142.18.0748.11963 Truss Label: CJ5A KM / WHK 05/22/2018 1'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.93 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber 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 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind C 5' 5' Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.004 D HORZ(TL): 0.008 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.261 TPI Std: 2007 Max BC CSI: 0.222 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 15.01.01C.0610.23 23'2"11 lf) fn 20'8" 4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 290 / 53 / 179 / - / 94 / 3.5 D 88 /- /58 /- /- /1.5 C 115 /55 /44 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. oyytt1t111111141"" o.708a I SAT fl . 0t t COA ONAI. - y+am,no+,lwnt` a, 05/22/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oyherwlse,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins alled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI/TPI 1, for handling, installation bracing trussesA seal on this drawing or cover AN nW COMPANY conformance with or shipping, and of page .. listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.305 6750 Forum Drive Suite For For more infonnation see this ob's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: w t inst.or ; SBCA: Miww.sbandust .corn; ICC: wwwcczafe.org Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 879989 / T15 EJAC Cust: R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 6 FROM: RF DnvNo: 142.18.0748.13187 Truss Label: EJ7 KM / WHK 05/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " ill 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.43 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set" 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 7' 7' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.013 D HORZ(TL): 0.029 D Creep Factor: 1.5 Max TC CSI: 0.598 Max BC CSI: 0.455 Max Web CSI: 0.000 VIEW Ver: 15.01.01 C.061 1.00 1*GENS r •. t o. 748 1 COA N4 ONAL VIo 05/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 360 / 62 / 220 / - / 126 / 4.0 D 127 /- /84 /- /- /1.5 C 169 /82 /67 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proE erly d id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, ile. Apply &fates to each face, oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of ITW BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handlin4, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , thisdrawingindicatesacceptanceofprog'essionag engineering responsibility solely for the design shown. The suit9ability eofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. ALPINE: ALPINE MN COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 145279 / T5 / SY42 Cust: RR408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 8 FROM: CH DrwNo: 141.18.1700.29019 Truss Label: F1 KM / WHK 05/21/2018 i 10'6" 11'G" 24'1"8 10'6" 1' 12'7"8 1'6"12 TYP) "6"12 2'6"12 _I_ 2,6"12 _I_ 2,6„12 { 2,6„12 + 2'6„12 i' 2,6„12 'i 3X8 =3X4 =3X6 =W=3X4=3X10[16]=3X4[191 1112X4 A B C D E F G H I J K L M T a W1 L a U T S R Q P O 3X8=3X8[5]=W=H0312 =3X4 =3X4=3X10[15] =4X6[18] =3X4 212" 2'11 "8 --{ 24'1 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.319 E 773 360 V 1074 / - / - / - / - / 6.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.738 E 471 240 P 2213 / _ / _ / _ / _ / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.047 B - - V Min Brg Width Req = 1.5 Ld: EXP: NA HORZ TL : 0.076 B P Min Br Width Re 1.5Des ( ) g q CL 10. 00 Mean Height: NA ft NCBCLL: 10.00 9 Code I Misc Criteria Creep Factor: 2.0 Bearings V & P are a rigid surface. TCDL: NA psf Bearing P requires a seat plate. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.734 Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.802 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.727 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) LChords Tens.Comp. Chords Tens. Camp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -3320 G - H 789 -2156 C - D 0 - 3320 H - 1 789 -2156 Lumber D-E 0 -4167 I-J 789 -2156 Top chord 42 SP #1 Dense :T2 4x2 SP #2 Dense: E - F 0 -4171 J - K 2026 0 Bot chord 42 SP #1 Dense F - G 0 -4156 K - L 2026 0 Webs 4x2 SP #3 :W 13 4x2 SP #2 Dense: Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. V- U 1940 0 R- Q 3418 - 248 Plate Shift Table U - T 4061 0 Q - P 415 -1535 JT Plate Chord JT Plate Chord T - S 4061 0 P - O 0 -919 No Size Shift Bite No Size Shift Bite S - R 4171 0 51 W3X8 3.50 L 1.25 [151 W3X10 5.50 R 1.25 161 W3X10 4.50 R 1.25 [181 W4X6 2.00 R 1.25 19] W3X4 2.25 R 1.25 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes Mttt» I»uutr•„rr`f V- B 0 -2155 Q- J 2217 0 2x6 continuous strongback. See detail Ap& N y B - U 1526 0 J - P 0 -1877 STRBRIBR1014 for bracing and bridging p ,s`•' f%, U - D 42 -819 P - L 0 -1401 recommendations. • 0°••••.+* D- S 480 -510 L-O 1145 0 Deflection S i•, estimateassumescompositeactionwith. .4\GEjC` ,- R - G 1223 0 M - O 0 617 single layer of the appropriate span rated glue -nailed . ; G - Q 0 -1512 wood sheathing. Truss must be installed as shown with top chord up. _ p. 08 1 AT SZko COA' 'ZONAL ONgL os/22/ 201 a WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached riclid ceillnq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, _ Apply to each face oftrussand as shown above and on the Joint Details, unless noted otherwise. tefer to as applicabge. platesposition , drawings 160A-Z for standard plate positions. LPPI NN ALPINE Alpine, adivision of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u mrc0Mrur truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pagqe , , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofprog'essional engineering responsibility solely for the design shown. The sui£ability Suite 150 this drawing foranystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. and use ofFormoreinformation see this ob's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: w A inst.or ; SBCA: w .sbcindust .win; ICC:—.iccsafe.orq Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN: 145280 / T6 I SY42 Cust: RR408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 2 FROM: CH DrwNo: 141.18,1700,29844 Truss Label: F1A KM / WHK 05/21/2018 8' 8'712 16'6"4 18'1"8 24'1"8 8' 7. 7112 2 7'10"8 17"4 6' 2'6" --- i g(TYP) 2'6"12 1 2'612 —{ 2'6"12 --1 2'6"12 --1 2,6"12 2,6"12 f — 1,6" - 3X4[3] =3X4 =3X6 =W=3X4 =3X4 3X4=3X4[21] 1112X4 A B C D E F GH I J K L M T a v 1 W V U T S R Q P O 3X6 =3X6=3X4[9] =3X6[131 3X6 =3X4 W =3X4 13'10" 7'4" i 2'11"8 24' 1 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W X 661 / - / - / - / - / 6.0TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.095 M 403 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.292 M 223 240 S 1216 I - / - / - / - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 L - - P 1474 I - / - / - / - / 8.0 Des Ld: 55.00 EXP: NA HORZ TL : 0.039 L X Min Br Width Re 1.59q Code I Misc CriteriaNCBCLL: 10.00 Mean Height: NA ftg Cree Factor: 2.0P S Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.847 P Min Br Width Re 1.5gq = Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.686 Bearings X, S, & P are a rigid surface. Bearings S & P require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.525 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -1612 G- H 1667 0 Top chord 4x2 SP #2 Dense C - D 0 -1612 H - 1 1667 0 Bot chord 42 SP #2 Dense D - E 226 -1366 I - J 1659 0 Webs 42 SP #3 E - r 232 -1350 J - K 2053 0 Plating Notes F- G 1667 0 K- L 2053 0 All plates are 1X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord X - W 1084 0 S - R 0 -1657 No Size Shift Bite No Size Shift Bite W - V 1373 -221 R - Q 0 -1659 31 W 3X4 2.25 L 1.25 [ 9] W 3X4 1.25 L 1.25 V - U 1366 - 226 Q - P 0 -1663 13] W 3X6 1.75 R 1.25 [21 ] W 3X4 2.25 R 1.25 U - T 397 - 725 P - O 0 - 926 Deflection T - S 397 - 725 Max JT VERT DEFL: LL: 0.09" DL: 0.24". See detail tttt»ItllNtrrth IDEFLCAMB1014forcamberrecommendations. p tJ. q ry Maximum Web Forces Per Ply (Ibs) l ' Additional Notes•.••"••••..`% frri! Webs Tens.Comp. Webs Tens. Comp. 2x6 continuous strongback. See detail. `4\ rE S i•.•, ' X- B 0 -1205 S- I 323 - 468 g W 584 J P 0 STRBRIBR1014 for bracing and bridging , 15 - -965 W - D 582 - 74 P - L 0 -1430 recommendations. 708 U- F 1206 0 L- O 1154 0 Deflection estimate assumes composite action with =_ ; Q. F - S 0 -1720 M - O 0 618 single layer of the appropriate span rated glue -nailed wood sheathing. : s Truss must be installed as shown with top chord up. O . Q COA fttt77iglONAL 05/22/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shii ng, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) & sa ety to these functions. Installers shall provide temporarypracticespnorperforming _ bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. drawings 160A-Z for standard plate positions. f7efer to ALPINE Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the m contra r this drawingtrussinconformancewithANSI/TPI 1, or for handling shipping, installation and bracing of trussesA seal on or cover pagqe , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of essionag engineering responsibility solely for the design shown. The suifabllltyppro and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust wm; ICC: www.iccsafe.o Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN: 145281 / T21 / SY42 Cust: RR408 JRef: 1Wb54080024 7497 - B 17497 - B -DAVID WEEKLY Qty: 3 FROM: CH DrwNo: 141.18.1700.29532 Truss Label: F2 KM / WHK 05/21/2018 5'4"8 17'3"8 18'6" 23'10"8 5'4"8 1'6"8 10'4"8 1'2" 5'4"8 2'6" TYP) 2'6"12 2'6"12 — -{ 2'6"12--{---- 2'6"12 --}-- 2'6"12 2'6"12 III 1 X3 W =3X4 III 1 X3 1X3 III1X3 1111X3 =3X6 III1X3 =3X6 1111X3 1111X3 =1X3 A B C D E F G H I J K L T a" 1 ;. U1 T S R M Q P O N 1X3 W=3X4 =3X6 1X3 12'1 "4 11'9"4 23'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W U 622 / - / - / - / - / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.089 C 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.188 C 999 240 Q 1437 / - / - / - / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.019 B - - N 611 / - / - / - / - / 7.3 Des Ld: 55.00 EXP: NA HORZ TL : 0.029 B U Min Br Width Re 1.59q Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA k TCDL: Height: psf Creep Factor: 2.0 Q Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.621 N Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.551 Bearings U, Q, & N are a rigid surface. Bearings U & N require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Re Factors Used: YesP Max Web CSI: 0.373 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -1381 G- H 803 0 Top chord 4x2 SP #2 Dense C - D 0 -1389 H - 1 0 -1342 Bot chord 42 SP #2 Dense D - E 0 -1376 I - J 0 -1353 Webs 42SP#3 E -F 803 0 J -K 0 -1346 Plating Notes F - G 803 0 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. 2x6 continuous strongback. See detail U - T 1008 0 Q - P 809 -89 STRBRIBR1014 for bracing and bridging T - S 1389 0 P - O 1353 0 recommendations. S- R 778 -62 O- N 987 0 Deflection estimate assumes composite action with R - Q 778 -62 single layer of the appropriate span rated glue -nailed wood sheathing. ft t rtrh`v Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. 4, Webs Tens.Comp. Webs Tens. Comp. P '1 U-B 0-1120 Q-H 0 -1315 i '`• E A r '•.' {/" ` r. B- T 430 0 H- P 758 0 il f7 ff S •.• S - E 784 0 O - K 432 0 E-Q 0-1334 K-N 0 -1097 a o.7.Q$ i Ri s az a •: = COA`#)id8 QiVaI. k+aa,era uw+a+ 05/22/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI SBCA) fo'r to these functions. Installers shall temporaryandsafetypracticespriorperformingprovide _ bracingper BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. A LPI N ALPINEAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MrrWCOMPMY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The sui£abillty drawing, anduseofthisfor any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's cleneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; Si www.sbcindust corn; ]CC: www.iccsafe.orq, Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN: 145282 / T20 / SY42 Cust: RR408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 141.18.1700.29048 Truss Label: F2A KM I WHK 05/21/2018 8' 9'3"8 1919"8 1 2123'10"8 8' 1'3"8 10'6" 1'248 2'10"8 2, 6„ g( TYP) f-- 2'6"12 I 2,6"12 2,6"12 2,6"12 1 2'6"12 1 2,6"12 W = 3X4 3X6 = 3X4 =3X4 =3X8 3X4 =3X4 A B C D E F G H I J K L T a° v V U T S R Q P O N 3X6= 3X6[6]=W=H0312 =3X8 3X8 =3X4 17' 1 "4 6'9"4 - 23' 10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W W 882 / - / - / - / - / 7 3 TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.213 U 949 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.395 U 688 240 Q 1537 / - / - / - / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.036 B - - N 317 / 73 / - / - / - / 7.3 Des Ld:EXP: NA HORZ TL : 0.049 B W Min Br Width Re 1.5 gqCode I Misc Criteria CL10.00 NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor: 2.0 Q Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CS 1: 0.785 N Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.973 Bearings W, Q, & N are a rigid surface. Bearings W & N require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.660 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE, HS VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -2529 F-G 0 -2211 Top chord 42 SP #2 Dense C - D 0 -2529 G - H 0 -2211 Bot chord 4x2 SP #2 Dense D - E 0 -2816 H - 1 1040 0 Webs 42 SP #3 E - F 0 -2211 1 - J 1040 0 Plating Notes All plates are 1X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table W- V 1541 0 T- S 2813 0 JT Plate Chord JT Plate Chord V - U 2818 0 S - R 2813 0 No Size Shift Bite No Size Shift Bite U - T 2816 0 R - Q 1003 0 61 W3X6 2.75 L 1.25 Deflection Maximum Web Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.21" DL: 0.20". See detail Webs Tens.Comp. Webs Tens. Comp. DEFLCAMB1014 for camber recommendations. gtri+'rrttn tghr W - B 0 -1713 R - H 1386 0 Additional Notes' `t`••;+ /Ari, B- V 1092 0 H- Q 0 -1984 V - D 102 -556 Q - J 0 -1005 2x6 continuous strop back. See detail it' ••+ e••. t f . E - R 0 - 846 K - N 365 385 STRBRIBR1014 for bracing and bridging .' •\VE 7 t•• recommendations. • Deflection estimate assumes composite action with 08 singlelayeroftheappropriatespanratedglue -nailed ; o. wood sheathing. - • Truss must be installed as shown with top chord up. ' s SAT 4 COA . NWAL05/ 22/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building functions. Installers ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices poor to performing these shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. F'2efer to 160A-Z for standard plate positions. NEdrawings ALPINE Alpine, a division of ITW Buildinq Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure this drawing to build the enmvcoMPum truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trussesA seal on or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The sui ability drawing, anduseofthisforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: —A inst.o ; SBCA:—.sbondust com; 1CC: wvnvJ=afe.orq, Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN: 145298 / T39 SY42 Cust: R408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 2 FROM: RF DrwNo: 141.18.1700.29049 Truss Label: F3 KM / WHK 05/21/2018 8' 9'4"1 19'10"12 8' + 14"1 1 0'6" it 2'6" 2'6"12 2'6"12 --{ 2,6"12 — + 2'6"12 ---i-- 2'6"12 TYP) 1111 X3 = W =3X4 1111X3 1X3 =3X8 1111X3 =3X4 1111X3 =3X4 1111X3 =3X8 =1X3 A B C D E F G H I J 1 X3 =3X6[6 3X6 =W= 0312 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MW FRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 6] W3X8 3.50 L 1.25 [15] W3X8 3.50 R 1.25 Deflection Max JT VERT DEFL: LL: 0.38" DL: 0.36". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE, HS 19'10"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.383 E 607 360 VERT(TL): 0.671 E 441 240 HORZ(LL): 0.054 L - - HORZ(TL): 0.074 L Creep Factor: 2.0 Max TC CSI: 0.842 Max BC CSI: 0.969 Max Web CSI: 0.735 VIEW Ver: 17.02.01A.1114.21 a. 748 1 A, t mowA 05/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1081 /- /- /- /- /7.3 L 1082 /- /- /- /- /3.5 R Min Brg Width Req = 1.5 L Min Brg Width Req = 1.5 Bearings R & L are a rigid surface. Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- C 0- 3329 F- G 0- 4200 C- D 0- 3329 G- H 0- 3354 D- E 0- 4204 H- 1 0- 3354 E - F 0 - 4200 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- Q 1949 0 O- N 4204 0 Q-P 4199 0 N-M 4107 0 P-O 4199 0 M-L 1957 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp R-B 0 -2166 G-M 0 -833 B- Q 1526 0 M- 1 1544 0 Q-D 0-1132 1 - L 0 -2175 N - G 527 - 271 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached riqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the MrW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page. , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprofessionafengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's_general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t instor ; SBCA: www.sbcindust .com; [CC: wwwJccsafe.orq Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN. 145302 / T32 / SY42 Cust: RR408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 3 FROM: RF DrwNo: 141.18.1700.29500 Truss Label: F4 KM / WHK 05121/2018 8' 9' 8' 1' 2, 6" 2' 6"12 —o l , 2'6"12 { TYP) 1111X3 1X3 = 3X8 1111X3 = 3X4 A B C D 19'9"4 10'6" 2' 6"12 2,6"12 1 2'6"12 { W =3X4 1111X3 = 3X4 1111X3 = 3X8 E F G H I 1112X4 J 1pppppp I 0_ 1 P O N M L 1X3 =3X8 1111X3 = 3X4=W=H0312 =3X8[15] 3X6 Loading Criteria ( psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55. 00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1. 00 MW FRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Bot chord 42 SP #1 Dense Webs 4x2 SP # 3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 15] W 3X8 3.50 R 1.25 Hangers / Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: ILL: 0.37" DL: 0.34". See detail DEFLCAMB1014 for camber recommendations 19'9"4 K 3X8 Snow Criteria ( Pg, Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.369 E 626 360 Q 1074 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.646 E 455 240 K 1088 /- / - / - / - Snow Duration: NA HORZ(LL): 0.053 K - - Q Min Brg Width Req = 1.5 HORZ(TL): 0. 073 K K Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing Q is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.796 Bearing Q requires a seat plate. TPI Std: 2014 Max BC CSI: 0.926 Rep Factors Used: Yes Max Web CSI: 0.728 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -3302 F - G 0 -4147 C- D 0- 3302 G- H 0- 3323 D-E 0- 4151 H - 1 0 -3323 E -F 0- 4147 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q- P 1935 0 N- M 4063 0 P- O 4147 0 M- L 4063 0 O-N 4151 0 L-K 1941 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q-B 0 - 2150 G-L 0 -818 B-P 1512 0 L - 1 1528 0 fir•- j .,yfz P- D 0 - 1098 I- K 0- 2159 Additional Notes `P••' y :• f;N - G 510 -276 2x6 continuous strongback. See detail Z ••• GE S ` `/ ' STRBRIBR1014 for bracingandbridging • •.•\ " •':. recommendations. •' { ; Deflection estimate assumes composite action with 0 yo$ s single layer of the appropriate span rated glue -nailed a; • wood sheathing. Truss must be installed as shown with top chord up. S o A COA t f J iSBi ypOH Y ` N_pv 05/ 22/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary _ bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached dqid ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. f efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µawCO~ truss in conformance with ANSVTPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesstonar engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more infoanafion see this ob•s general notes page and these web sites: ALPINE: w .al ineitw.com; TPI -A insLo ; SBCA: w ,Sbcindust mm; ICC: -j=afe.orci Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN: 145306 / T24 / SY42 Cust: RR408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 3 FROM: CH DrwNo: 141.18.1700.29080 Truss Label: F5 KM / WHK 05/21/2018 2'10"8 11'3"8 12'6", 17'10"813' 1 + 2'10"8 6" 7'10"8 1'2"8 5'4"8 2,6" --{ -- 2'6"12 2,6"12 2'6"12 2'6"12 i TYP) 1111X3 =3X4 =W=3X4 1111X3 1X3 =3X4 1111X3 =3X4 11] 1111X3 1111X3 =3X4 =1X3 A B C D E G H I J T y L 4- S R Q P O N M L 1X3 1111X3 =3X6 =W=3X4 =3X4 =3X4 =1X3 3X4 III 1 X3 = 3X4 6'1"4 11'9"4 17'10"8 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W S 314 / - / - / - / - / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.069 H 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.142 H 999 240 p 1096 / - / - / - I - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.012 L - - L 611 / - / - / - / - / 7.3 Des Ld: EXP: NA HORZ TL : 0.017 L S Min Br Width Re 1.59q Code / Misc CriteriaCL10. 00 NCBCLL: 10.00 Mean Height: NA ft9 Creep Factor: 2.0P P Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA sfP Bldg Code: FBC 2014 RES Max TC CSI: 0.522 L Min Br Width Re 1.59q = Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std2014 Max BC CSI: 0499 Bearings S, P, L are a rigid surface. r BearingsS & L require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.344 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber C- D 476 0 F- G 0 -1340 Top chord 42 SP #2 Dense D - E 476 0 G - H 0 -1351 Bot chord 42 SP #2 Dense E - F 476 0 H - 1 0 -1343 Webs 42 SP #3 Plate Shift Table Maximum Bot Chord Forces Per Ply (Ibs) JT Plate Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp. No Size Shift Bite No Size Shift Bite P - O 807 0 N - M 1351 0 11 ] W 3X4 2.25 L 1.25 O- N 807 0 M- L 986 0 Additional Notes 2x6 continuous roMaximum Web Forces Per Ply (Ibs) See detailSTRBRIBR1014for bracingracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. S- B 102 -410 F-N 650 0 Deflection estimate assumes composite action with C - P 0 - 680 M - 1 425 0 single layer of the appropriate span rated glue-nailedNNahuuiT++hr+`+++ P - F 0 -1240 1 - L 0 -1096 sheathing.wood Trussmust be installed as shown with top chord up. ` r:•......,• ' 1 j/'', Sic t '. SAT o • , 0`` COA 05/22/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) for safety to these functions. Installers shall provide temporary practices poorperformingbracingper BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty attached rigid ceillnq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Appfy plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted othe wise. f efer to , drawings 160A- Z for standard plate positions. LPPI N ALPINE Alpine, a division of ITW BuildingqsComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the My Covmawv drawing truss inconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this or cover pane. . 2400 Lake Orange Dr. listing this drawing indicates acceptance of engineering responsibility solely for the des i n shown. The sui£ablllty proTessionaT Suite150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more informatlon see this ob's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbandust .mm; ICC: -icosafe.orq Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN: 145310 / T7 / SY42 Cust: RR408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 141.18.1700.29485 Truss Label: F5A KM / WHK 05/21/2018 L 1'5"81 17'10"8 1'5"8 1 165" 1'4"12 TYP) 3X4 = W=3X4 A I P T 4 v 1 R AG AF AA 3X4 = W=3X4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpj: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 17'10"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 N 999 360 AG 61 / - / - / - / - / 7.2 Lu: NA Cs: NA VERT(TL): 0.000 N 999 240 AG*109 / - / - / - / - / 207 Snow Duration: NA HORZ(LL):-0.000 B - - AG Min Erg Width Reg = 1.5 HORZ(TL): 0.000 B AG Min Brg Width Reg = - Code / Misc Criteria Creep Factor: 2.0 Bearings AG & AG are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.103 Bearings AG & AG require a seat plate. TPI Std: 2014 Max BC CSI: 0.021 Rep Factors Used: Yes Max Web CSI: 0.033 Members not listed have forces less than 375# FT/RT:0(0)/O(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 1 14.21 rrrrr•r rrr••r • 7tQ$ 1 a 1 r t V rr•• sr.0 •r••• Y COA 111,QJ A a 05/22/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, bVv TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilingq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, asapplicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u iry covwnr truss in conformance with ANSI TPI 1, or for handlinq, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro-fesslonaT engineering responsibility solely for the design shown. The sui£ability Suite 150 and useofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA:_ www,sbandust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN: 145317 / T28 / SY42 Cust: RR408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 2 FROM: CH DrwNo: 141.18,1700.29547 Truss Label: F6 KM / WHK 05/21/2018 8' + 9,1„ 8' 1'1" 2,6" 2,6"12 2,6"12 — - TYP) 177' 8'6" 2,6"121— 2'6"12 .1. 1'6"12 '1- 1'6" W =3X4 III 1 X3 1112X4 =3X4 1111X3 =3X4 1111X3 =3X6 1111X3 =3X4 =1X3 A B C D E F G H I J R 3X6 Q P 0 N 3X6 1111X3 =3X4 W=3X4 14'7" 8 177' — L 1 X3 3X4 2'11 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.081 D 999 360 R 462 / - / - / - / - / - BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.196 D 999 240 M 1273 / - / - / - / - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.015 B - - R Min Brg Width Req = - Des Ld: 55.00 EXP: NA HORZ(TL): 0.024 1 - - M Min Brg Width Req = 1.5 Mean Height: NA ft Code / Misc Criteria CreepFactor: 2.0 Bearing M is a rigid surface. NCBCLL: 2. 00 TCDL: NA psf Bearing M requires a seat plate. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.511 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.612 Members not listed have forces less than 375# Spacing: 16.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.396 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01 A. 1114.21 B-C 89-1135 F-G 429 -947 C- D 89 -1135 G- H 1352 0 Lumber D- E 422 -959 H- 1 1352 0 Top chord 42 SP #2 Dense E - F 429 -947 Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Hangers / Ties Chords Tens.Comp. Chords Tens. Comp. J) Hanger Support Required, by others R - Q 748 -12 O - N 959 - 422 Q - P 963 - 418 N - M 273 - 884 Additional Notes P - 0 963 -418 M - L 0 -620 See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply (Ibs) Deflection estimate assumes composite action with Webs Tens.Comp. Webs Tens. Comp. single layer of the appropriate span rated glue -nailed wood sheathing. R - B 12 -833 G - M 0 -1238 Truss must be installed as shown with top chord up. Mt}tNirtlHllf!lrrrrrrf, Q - D 428 85 M L1 773 9 0 P1Y • ';, N-G 917 0 J -L 0 -413 s 0. 708 1 r w A COA #oh r;" 05/22/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byv TPI and SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary_ bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall have a propprlyattachedrigidceillnq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 c B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. F7efer to ALPINENEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the wMco.my truss in conformance with ANSI PI 1, or for handlincQ, shipping9, installation and bracing of trussesA seal on this drawing or cover pa , , 2400 Lake Orange Dr. I isting this drawing, indicates acceptance of pro-fessionar engineering responsibility solely for the den shown. The suiCability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 110 c.2. For more information see this iob's general notes page and these web sites: ALPINE: www alpineitw corn; TPI: www tpinst om; SBCA: www sbcindustrycorn; ICC www iccsafe om Orlando FL, 32837 Job Number: 20942 ply: 1 SEQN: 145321 / T22 / SY42 Cust: RR408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 141.18.1700.29501 Truss Label: F6A KM / WHK 05/21/2018 1'2"8 11'1"12 3 9'8"4 11'0"4 17'7' 6'5"4 1'5"4 —}-- 1'7'8 --{-- 1'6" + 1'6" { TYP) 1'6"4 —}— 1'4" —{ TYP) W=3X4 1112X41271 1113X4 III3X4 III3X4 III3X4 1113X4 1113X4 III3X4 =3X4 =6X6[23] 1113X6 =6X6r26] =1 3 A B C D E F G H I J K L M NN 0 T v N 1 R Q AC AB AA Z Y X W V J T S =4X10 =3X43W=3X4 =3X4 1111 X3 17'T' Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des LA: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MI Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense 71 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 725 plf at 0.00 to 725 plf at 17.46 BC: From 10 plf at 0.00 to 10 plf at 17.46 Plating Notes All plates are 2X4 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 231 W6X6 3.75 R 2.75 [26] W6X6 2.50 R 2.75 271 W 2X4 O 2.50 Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA , CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.053 0 645 360 ACT77 / - / - / - / - / 175 Lu: NA Cs: NA VERT(TL): 0.168 O 307 240 AC Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.009 N Bearing AC is a rigid surface. HORZ(TL): 0.020 N Bearing AC requires a seat plate. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.852 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.272 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: No Max Web CSI: 0.669 Chords Tens.Comp. Chords Tens. Comp. FT/RT:0(0)/0(0) L- M 2908 0 M- N 2908 0 Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-R 0 -645 R-Q 0 -717 f I4a. 7,0 11 Q S SAT {3 Qe COA #0 2:Wr "' 00' 05/22/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AC 0- 549 M- R 0 -1251 K- S 0- 557 R- N 0- 2758 S -L 801 0 N -Q 914 0 L- R 0- 2769 O- Q 0 - 594 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp B -AB 0 -1056 F- X 0 - 968 C -AA 0- 949 G- V 0 - 963 D- Z 0- 971 H- U 0 - 992 E- Y 0- 966 J- T 0 - 678 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for sa shipping, practicesprior to performing these functions. Installers shall provide temporary bracingperBCSI., Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. f efer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nnnwcour rvv truss in conformance with ANSI PI 1, or for handling, shippin , installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of progesslonall engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.orq Orlando FL, 32837 r umber: 20942 Ply: 1 SEQN: 145289 / T26 / SY42 Cust: RR408 JRef: 1 Wb54080024 B /7497 -B -DAVID WEEKLY Qty:1 FROM: CH DrwNo: 141.18.1700.2907Label: F7 KM / WHK 05/21/2018 V5"8 1'5"8 1'4"12 TYP) 13'4" 11,10"8 3X4 1112X4 A K 1112 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): 0.000 V - - HORZ(TL): 0.000 V Creep Factor: 2.0 Max TC CSI: 0.104 Max BC CSI: 0.021 Max Web CSI: 0.031 VIEW Ver: 17.02.01A.1114.21 p. T08 1 aAILL Q COA 44h;';0 t r 05/22/2018 L 4 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W V* 109 /- /- /- /- /160 V Min Brg Width Req = - Bearing V is a rigid surface. Bearing V requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing,and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proC eryy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build ing Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M+ commy truss in conformance with ANSI TPI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. I isting this drawing indicates acceptance of pro'essional engineering responsibility solely for the desi n shown. The suitability Suite 150anduseofthisgnawingforanystructureisfheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. Orlandoto 15 FL, 32837 v.,...---,.,a.....,.,t,,,., — 1— ,... ,.o„o ,.,.,o. a„d thou wah sitar Al PINF www ninineitw.com TPI www.tninst.ora: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.org _ Job Number: 20942 Ply: 1 SEQN: 145290 / T25 / SY42 Cust: RR408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 141.18.1700.29859 Truss Label: F8 KM / WHK 05/21/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " T 1 3'7"8 40"12 10'6" 12 3'7"8 5" 6'6" f { 1'8"4 1'6"12 + 1'6"l2 ---- 1'6"l 2 --}— 1'6" -- TYP) III3X6 1112X4 121 1112X4[t] 1113X4 1113X6=4X4[8] 3X6 =5X6 =1 3 A B C D E F G H 4.. y.. NX4 =3 4=3X4 I K I =1X3 3X6 = 3X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 11 W 2X4 S 2.50 [ 81 W 4X4 1.75 R 2.75 121 W2X4 O 2.50 Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -244# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. as app icai drawings 1 Alpine, a d truss in cc listing thi; and use 77'4 1 2'11"8 -{ 10'6"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.054 H 705 360 N 202 / 244 / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.158 H 388 240 K 1703 /- / - / - / - 8.0 Snow Duration: NA HORZ(LL): 0.007 H - - N Min Brg Width Req = 1.5 HORZ(TL): 0.014 J K Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings N & K are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.337 Bearings N & K require a seat plate. TPI Std: 2014 Max BC CSI: 0.167 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.446 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02 01A 1114 21 B - C 929 -172 E - F 2130 0 C-D 948 -170 F-G 2130 0 D - E 969 -165 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 135 - 386 L- K 4 -1584 M-L 170 -948 K -J 0 -971 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp N-B 461 -159 E-K 0 -1041 B- M 62 - 665 K- G 0 -1439 D -L 0 -481 G-J 1172 0 L- E 922 0 H- J 0 - 557 H, b i a.708 '! 0 ww. 05/22/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingquireInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly K. ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Sle. Appfy places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. of im 1,orrorr acceptance any structure ALPI from this drawing,any failure to build the seal on this drawing or cover pa e for the design shown. The suit9ability PN Ii com"y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20942 Ply: 1 SEQN: 145292 / T34 SY42 Cust: R408 JRef: 1 Wb54080024 7497 - B 17497 - B -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 142.18,0748.15720 Truss Label: F9 KM / WHK 05/22/2018 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 3 +- 1'8"10 3 i TYP) 1112X44[1] =4XX4 1112X4[4] E 3X6 3'11"4 9'4" Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W E 631 / - / - / - / - / 7.3Pf: NA Ce: NA VERT(LL): 0.009 B 999 360 Lu: NA Cs: NA VERT(TL): 0.015 B 999 240 D 727 / Snow Duration: NA HORZ(LL): 0.002 D - - E Min Brg Width Req = 1.5 HORZ(TL): 0.003 D Creep Factor: 2.0 D Min Brg Width Req = - Bearing E is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.423 Bearing E requires a seat plate. TPI Std: 2014 Max BC CSI: 0.247 Rep Factors Used: Yes Max Web CSI: 0.184 Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Plate Type(s): VIEW Ver: 17.02.01A.1114.20WAVE E - D 665 0 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 11 W 2X4 S 2.50 [ 4] W 2X4 S 2.50 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 05/22/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - E 185 - 375 B - D 0 - 730 E- B 0- 752 C- D 0 - 565 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. _ Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byv TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted oTherwlse,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracinc] installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN rW COMRNY truss in conformance with ANSI/TPI 1, or for handlin4, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive listingthisdrawingindicatesacceptanceofprog'essionag engineering responsibility solely for the design shown. The suiFability Suite 305 anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSIITPI1Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t instor SBCA: www.sbandust .com; ICC: -iccsafe,orq Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 145291 / T8 / SY42 Cust: RR408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: CH DrwNo; 141.18.1700.29110 Truss Label: F9A KM / WHK 0512112018 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. TT IT T-v 1'5" 8 1 3:11 1'5"8 2S"12 1'2"8 1,2„8 9"4 3X4 A 1 3' 11 "4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 1112X4 D Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Creep Factor: 2.0 Max TC CSI: 0.108 Max BC CSI: 0.022 Max Web CSI: 0.011 VIEW Ver: 17.02.01A.1114.21 05/22/2018 Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W H 58 /- /- /- /- /7.3 H* 108 /- /- /- /- 140.0 H Min Brg Width Req = 1.5 H Min Brg Width Req = - Bearings H & H are a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u,irw;oMenrvr truss in conformance with ANSI Pl 1, or for handling, shippinq, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessional engineering responsibility solely for the design shown. The suitability anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more inroanabon see this 'ob's general notes paqe and these web sites: ALPINE: w .al ineitw.com; TPI: wJ inst.o ; SBCA:—.sbcindust .com; ICC: w Jccsafe.orq, Orlando FL, 32837 Job Number: 20942 Ply: 2 SEQN: 145294 / T27 FLAT Cust R408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 142.18.0748.17523 Truss Label: FG1 KM I WHK 05122/2018 r'---- -- - - 2 Complete Trusses Required 3 12' 14'9" 13 17'9"6 20W. 5 24' 5 2'9"9 3'1"5 2'9"13 + 2.9"1 3 + 2'11"9 + 211"9 + 3'3"1 4X4[10] III2X4 AX6 = 5Xg 4X4[C15] 5E6 4F4 1114G6 III4X6.[30] D T2 MH TFrq v 9.4" L X VA/ U T Q P O N M L B3 Y K J 1 III 2X4 4X8 10X124X6(**) 1112X4 111113%*) 1113 6 62 1112X4((") 1113X6 217' 2.10" --{ 3' 6" 2'9" 7 2'11"9 31"5 30"1 2'11"1 2'11"9 2'9" 6'3" 9'0"7 12' 15'1 "5 18't Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C& C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP # 1 Dense :T2 2x4 SP #2 Dense: Bot chord 2x6 SP SS :B2 2x4 SP #2 Dense: 83 2x6 SP #2: Webs 2x4 SP #3 : W2, W5 2x4 SP #2 Dense: Nailnote Nail Schedule:0. 128" x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur. Fac.=1. 00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 24.00 BC: From 10 plf at 0.00 to 10 plf at 24.00 TC: 727 lb Conc. Load at 6.40 PLB: 700 lb Conc. Load at ( 3.00, 8.71), (6.00,8.71) Plating Notes All plates are 3X4 except as noted. 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 101 W4X4 2.25 R 1.25 [151 W4X4 1.75 R 1.25 1"301 W 4X6 S 1 50 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.511 D 493 240 X 2740 / - / - / - / - 6.0 Lu: NA Cs: NA VERT(TL): 0.895 D 359 180 Y 2026 / - / - / - / - 8.0 Snow Duration: NA HORZ( LL): 0.070 A - - X Min Brg Width Reg = 1.6 HORZ(TL): 0.096 A Y Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & Y are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.951 Bearing Y requires a seat plate. TPI Std: 2014 Max BC CSI: 0.820 Rep Factors Used: Yes Max Web CSI: 0.975 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/ 0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17. 02.01A.1114.20 A - B 0 -3679 E - F 0 -5015 B-C 0 -5934 F-G 0 -3803 Purlins C- D 0- 6004 G- H 0 -1990 The TC of this truss shall be braced with attached D - E 0 - 5015 spans at 24" oc in lieu of structural sheathing. Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Truss must be installed as shown with top chord up. Laterally brace BC above filler @ 24" O.C. (or as V - T 3941 0 O - N 5987 0 designed) Including a brace on BC directly above T - R 3927 0 N - M 3961 0 both ends of filler ( if no rigid diaphragm exists at R - Q 3941 0 M - L 2201 0 that point) 0-0 6004 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 0 -1276 N -F 1112 0 00prea111111 +alrr A- V 3841 0 F- M 0 - 545 H. yl V- B 0- 897 M- G 1702 0 f' B - Q 2118 0 G - L 0 - 724 o /` • E '+ / % 4` \ S t`+. s :. Q - C 0 - 461 L - H D - N 70 -1027 H - K 1929 0 0 - 899 COA'R- Q9 ul H4 ('ir rnsnr,w+ 05/ 22/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riqid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. E efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the ;e„e truss in conformance with ANSI/TPI 1, or for handlin]q shipping, installation and bracing of trussesA seal on this drawing or cover pa a .. 6750 Forum Drive I isting this drawingindicatesacceptanceofproessionaTengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite 305 and use of thisdrawing, for any structureis the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbandust .com; ICC: —.iccsafe.org Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 145326 / T19 FLAT Cust: R408 JRef: 1Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 142.18.0748.27550 Truss Label: FG2 KM / WHK 05/22/2018 2'2"9 + 4,37 t 6'6" 2'2"9 2'0"1 3 2'2"9 A 4X6[1] 12B4 1112C4 _ 4X6[8] D 6'6" 2'0"9 2'4"l3 2'0"9 2'0"9 4'5" 7 6'6" Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #1 Dense Webs 2x6 SP #2 :W2, W5 2x4 SP #2 Dense W3, W4 2x4 SP #3: Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 1 ] W4X6 2.75 L 1.25 [ 4] W4X6 2.75 R 1.25 7] W4X6 2.75 L 1.25 [ 8] W4X6 2.75 R 1.25 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 9,4„ Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.047 B 999 240 H 2271 / - / - / - / - / 4.0 Lu: NA Cs: NA VERT(TL): 0.082 B 999 180 E 1706 / - / - I - / - / 4.0 Snow Duration: NA HORZ(LL): 0.012 A - - H Min Brg Width Req = 2.3 HORZ(TL): 0.016 A E Min Brg Width Req = 1.7 Code / Misc Criteria Creep Factor: 2.0 Bearings H & E are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.719 TPI Std: 2014 Max BC CSI: 0.768 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.810 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:0(0)/0(0) Plate Type(s): A- B 0 -2958 C- D 0 -2961 WAVE VIEW Ver: 17 02.01A.1 114.20 B - C 0 -3167 05/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 3167 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- H 0- 2204 C- F 0 -1370 A-G 3166 0 F-D 3191 0 G-B 0 -1391 D-E 0 -1651 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins alled per BCSI sections B3, B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the mrracompmy truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e.. 6750 Forum Drive listing this drawing indicates acceptance of pro7essionarr engineering responsibility solely for the design shown. The sui ability Suite 305anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.orq Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN 145329 / T16 HIP_ Cust: R408 JRef: 1 Wb54080024 7497 - B /7497 - B -DAVID WEEKLY Qty: 2 FROM: RF DrwNo: 142.18.0748.29853 Truss Label: HJ7 KM / WHK 0512212018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 5'4"5 9110, 11 5'4"5 + 4' 5"11 D 24'2"6 12 3X4 4.24 C ci+7 in B 20'8" A G FE 112X4 = 3X4 1'10" 10 Wind Criteria Wind Std: ASCE 7- 10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.42 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP # 2 Dense Bot chord 2x4 SP # 2 Dense Webs 2x4 SP #3 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 9.84 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 118 lb Conc. Load at 4.24 TC: 232 lb Conc. Load at 7.07 BC: 17 lb Conic. Load at 1.41 BC: 100 lb Conc. Load at 4.24 BC: 177 Ib Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 5'2"9 5' 2"9 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/ 0(0) Plate Type(s): WAVE Additional Notes Provide ( 2) 16d common( 0.162"x3.5") toe -nails at top chord. Provide (3) 16d common( 0.162"x3.5") toe -nails at bottom chord 4' 1 "9 9' 4"2 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.021 G 999 240 VERT(TL): 0.057 G 999 180 HORZ(LL): 0.005 F - - HORZ(TL): 0.009 F Creep Factor: 2.0 Max TC CSI: 0. 475 Max BC CSI: 0. 591 Max Web CSI: 0. 324 VIEW Ver: 17.02. 01A.1114.20 05/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 318 /145 /- /- /- /4. 9 E 328 /65 /- /- /- /1. 5 D 71 /24 /- /- /- /1. 5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 194 - 694 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 654 -166 G - F 642 -166 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 183 - 705 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildinq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µnwrom- truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover paste 6750 Forum Drive listing this drawing, indicates acceptance of pro7engineering engineering responsibility solely for the design shown. The suitability Suite 305 and use of this c3awingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. For more information see this iob's aeneral notes page and these web sites: ALPINE: - alpineitw.com; TPI: w .tpinst.orq; SBCA: w sbcindus".com; ICC: w Jccsafe.orq Orlando FL, 32821 Job Number: 20942 Ply: 1 SEQN: 145330 / T29 HIP_ Cust R408 JRef: 1Wb54080024 I 7497 - B /7497 - B -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 142.18.0748.33193 Truss Label: HJ7A KM / WHK 05/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 5'3"5 9'10"1 5'3"5 24'2"6 12 2X44.24 p C v b n c7 inv B a°s 1420'8" 1 A F E 1'101,10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.42 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 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 9.84 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -15 lb Conc. Load at 1.41 TC: 116 lb Conc. Load at 4.24 TC: 231 lb Conc. Load at 7.07 BC: 19 lb Conc. Load at 1.41 BC: 99 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Additional Notes 8'5" 13 7"14 87'14 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Negative reaction(s) of -216# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 1'2"2- 6.T10'. 1 Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 F 999 240 VERT(TL): 0.043 F 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.011 F Creep Factor: 2.0 Max TC CSI: 0.415 Max BC CSI: 0.692 Max Web CSI: 0.062 VIEW Ver: 17.02.01A.1114.20 05/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 258 /143 /- /- /- /4.9 F 633 /65 I- I- I- 15.7 E -216 /216 I- I- l- /1.5 D 74 /24 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 175 -414 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. F2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build incL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M1i COMPANY truss in conformance with ANSI/TPI 1, or for handling, shippin , installation and bracing of trussesA seat on this drawing or cover pa e , , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 305anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insto ; Si wwwsbcindust .wm; ICC: -.iccsaf_.orq Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' 'Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Ort 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Or, 100 mph wind speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt 1.00 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'LBrace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B C# 1 2 4' 1' 6' 11' 7' 2' e' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' P F 3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' e' 10, 0' 12, e' 13' 2' 14' 0' 14' 0' USO u P lStud 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Standard 3' 10' S' 3' 5' 7' 7'7'3' 0' 6' 9' 6' 10' 0' 11' 0' 11' SO' 14' 0' 14' 0' Q% S P 1 4' 2' 1 7' 0' 7' 3' 8' 3' B' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' 2 4' V 6' 11' 7' 2' 1 8' 2' 8' 6' 9' 9' 1 10' 2' 12' 10' 1 13' 4' 14' 0' 14' 0' 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' U I DFLStud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U 1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' V U S P F u 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14, 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' O fl F Standard 4' 5' 1 6' 5' 6' 10, 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' 1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L 2 4' 8' 7' IL 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' e' 0' 8' 7' 10, 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' 1 / # 2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' V d LD U S P F LJ F 3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' O I l Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 4' 8' 10' 9' 2' 10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 0' 7' 10' 8' 4' 10' 3' 10, 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' oi 1 7 DF L Stud 5' 0' 7' 10' 8' 4' 10' 3' 10, 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' a Standard 4' 10' 1 6' 11' 7' 4' 9' 3' 1 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 1 14' 0' 14' 0' Bracing Group Species and Grades, Group At S race -Pine -Fir Hem -Fir 1 / # 2 Stnndnrd1 #2 1 Stud Y3 Stud 1 1 03 Standard Dou has Fir -Larch Southern Pburwss 3 EAd1_ StudStandard GroupBi Hem -Fir 1 l< Btr 1 Dou ins Flr-Larch Southern Plneesw Yl Yi Y2 #2 lx4 Braces shall be SRB (Stress -Rated Board), rsFor Ix4 So. Pine use only Industrial 55 or Industrial 43 Stress -Rated Boards. Group B 11 values maybeusedwiththesegrades. Uable I russ Detail Notesl Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing ( 5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang, About Attach ' L' braces with IN (0.128'x3.0' mW nails. IE For ( 1) 'L' brace. space nails at 2' oz. able Truss In 18' end zones and 4' o.c, between zones. Diagonal brace optlorp )K)1 w (2) 'L' bracest space nails at 3' c.c. vertical length may be T In 18' and zones and 6' O.C. between zones. doubled when diagonal 16' 'L' bracing Host be a minimum of BOX of web brace Is used Connect L f member length. diagonal brace for 525111 at each end Max web Hr ce Gable Vertical Plate Sizes total length Is 14'. )IE 31E Vertical Len th No S ice 2x6 DF- L #2 or I Less than 4' 0' 2X4 better diagonal T * Greater than 4' 01, but Vertical length shown bracer single g 8, 11111111 Mflll,, lass than 11' 6' 3%4 double cut ) K ,, Greater than 11' 6' 4X4 In table above. 45' (s shown) at L 1 y, + Refer to common truss design for upper end. • in 11 peak, splice, and heel plates. 77 eB? • Refer to the Building Designer for conditions midi Connect ofvertical web. Refer to chart ove for m x able vet cnQ at e11'' j1, not addressed by this detau. VARNDKil- READ AND FDLLOV ALL NOTES OM TMIS DRAVDq «o. w.Dro( TANTM FURN M TW3 DRAVD(G TD ALL CONTRACTORS DB UMM TME DISTALLERx REF ASCE7-10—GAB14030 Trusses regA * extreme care in fabrlcathg, hardllho shypY p, hstaU p nd ck Rafel-O ' foao. th. lat..t edition of 3=1 (BAdirp camwaarrt saf.ty n(a„iatwn, by TPlbandt s7CN ; : DATE 10/01/14 tlu. prior to perfornkV thew itetctioru. Lut.U.r..hatl providii t.mpo.r b-= shass noted other.W, top chard shall have properly doodad .tructurol ehaavwtp and DRWG A14030ENC101014 shell hov. a popwiy ettodrd = c.eBlY p Locet(aru shown for perwerant letws .ral rtr.Mshallhave hsteUed per star sectbro B3, 37 or B30, as applicable. Apply plot" to O of truss and as shown above and - tho Job., DetaBs, .ss noted oth—hie. Q 0 Refertodrag1WA-Z for standard plate poshi— • I ,m Q• Alpew, a divklcn of ITV Aiding eonporents Group La.. iiU not be responsble for arty devla a aa ale• ` Q ANI WCX*APANYthisdraee.p, arty forum to bull the truss e. ornance with MIST/TPI 1, or for hanasia, La a.a•« t••• f foram, l br, a trus.. (` MAX. TOT, LD, 60 PSF A seal on this drawing or cover Ibibp this dra.ema, Indicates acorptonce of professlad SS ay\`\\a 13723 Riverport Drive I— Bky solely y sham = nllobBity and use of this deawYp y'fig " ONAL a^ - \a\\ Suite 200 arty the arloY.a Dedarar per MIs . 1 Sect. 'aYl14ft Maryland Heights, MO 63043 Fair more Information see this Job's Wnenal notes and them .eb dtew YkMefl ALPDEi nw.alpb.ehtwcpnl TPD www.tpeut.orDl SHCN awe .pry ICa wewJcuofe.pra MAX, SPACING 24,0' Commentary; Camber may be built Into trusses to compensate for the vertical deflection that results from the application of loads, Providing camber has the following advantages, Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs, Compensates for different deflection characteristics between adjacent trusses Improves appearance of garage door headers and other long spans that can appear to 'sag,' Avoids 'dips' In roof rigelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system, The Building Designer shalt also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding Loads. The amount of camber Is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration, The following tables are provided as guidelines for Limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations, L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (verticat) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0,75' (horizontal) 1,25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1,00 x Deflection from Actual Dead Load Sloping Parallel 1,5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0,25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0,25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) Note, The L hll„ ulTdrfA'14yjy d may be considerably less than th AGE S / ,,. x,• `' VARM93 s KAW him PRLW ALL NOTIM DD Thus 111111 d ; U. ! vo + REF DEFLEC/CAMBrAnryPIIRILLSHTh¢s DRAVidfi TD All N/TRA01M DJCUMM TIE DWALLERS TrUi.sfs rfgli f ff trine carts ti fabrlcatbn hantllYp WtalBno and brv3o RioWe DATE 10/Ol/14PaLLwthelatestedtlonofHCSI ®uldrp CapareM SaPfty Irr(ornuibn, 6Y TPI and YBCN fM.'s process prior to perforNp these functlo Installers shall provWe tenporary bra Uiess rated ather.lss, tap chord shall haul property attar ed structrral sheathkp eSO hoehaveapropertyattadwdtydc*WO Locations shown forppppe1krt.uent lateral rfstraDRWG DEFLCAMB1014 P shaLL hevf brocYrp hstal4d per BLSI sections 83, 87 Or' B18, as r •ble, Apply plates to d 11 1 LI to of truss and poslikn as sh.— W.,. and on the J i Details, mess noted othereb e. , •.f A . (/ C I ILIJrRefertodra.inps 16"-Z for st.W" dot• positions. •Pam_ AIpYe, a demon of ITV y Id,p Conparr.nts Inc shall not b• rssporeble for ory dsvhtlorr ••• ••' AN rlwawR- xY sets droeh8 orry IoBuro to b ld tfie truss h consonance dM A16I/TPI 1, ar Par rwrmup shbpYp '••..r...••' ( ` I st. 11atbn L bracing of truss.a v A sfol on this drosYp or ay.r lbiYp this dro•ftD, Indicates,awptorrce of proPssslorsl / / t ([. Suite RiverPon Drive ffnY Y r••r Y SOWY for a >hwn Thebal frito6Ll,Y and ref oP stir drodV 0' YH7r. '"_,.i{ti, Sidle Zoo sVVctrre ifr tis BuLdYrp Dealprrr pr A16ViPI l SecB 1T/Aw-__.__l tpY Maryland Heights, MO 63043 For lees Marl•atbn ses tNs Job's psn.rW notes Ppaappe. and these seb sK— ""`Y 1 NPM www. alpineK.caV TPB swe.tpWt.arBl SHCIr w...sbdrtdustry—W IM ...J.—Ito—V cOA itfi5iW2018 T RelnfoiMerck Go Tr Gable Detail For Let -in Verticals 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 a to that covers the total area of lapped plates to span the web. F. 2X4 2X4 2XB rroviae connections Nor uptirz speciriea on ine engineerea truss aesign. Attach each 'T' reinforcing member with End Driven Nallst 10d Common (0.148'x W,min) Nails at 4' o.c. plus 4) nalls In the top and bottom chords. Toenalled Nallsi 10d Common (0.14B'x3',mIn) Toenails at 4' o.c, plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14D15ENCIOIO14, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENCIO1014, AlB030ENC101014, A20030ENC101014, A2003CEND101014, A2003OPED101014 S11515ENC100815, S12015ENC100815, S14015ENCIOOB15• VN=tjQjQQ QQ 15, S18015ENC100815, S20015ENC100815, S20015ENID Ap DOI D10 S11530ENC100815, S1203OENC100815, S14030E 1b,i 1 O%TNC1 1 4 S18030ENC100815, S2003OENC100815, S2003QL'I DYQD tl IjMb°VPIE4l,IpOi v See appropriate Alpine gable detail for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nal - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf, Misr. Size T' Increase 2x4 30 2x6 20 ewVARNIN10e READ AN FOU.UV ALL NOTES a THIS DRAWINOI REF LET -IN VERTTAHTTwsFURNISHTHISnRAWDfiToALLCONTRACTORSncLlmmGTHEDIST Trusses require extrene care In fabricating, hnarndtng, shlpphg, InstallYp and bracino Rafe Mani follow the toast edVon of SCSI d^g Component Safety Inlormatlom by TPI and SBEA) f safetH e = DATE 10/01/14 pprractices prior to performing these functions. Installers shall provlda isnporary bracYcp BM w SAT OUnlsssnotedotherwise, top chord shall have properly attached strucicrd sheathsrcg wnd - 1 shalt here a Properly attached rlIp a colIny Locntbro shown for PlrneMnt Lateral restroYct do . ; Q'cF DRWG GBLLETIN1014 shall have bra Installed per BCSI sectiore 33, B7 or 310, as applicable. Apply plates ta eaoi¢foPtrussandcp4osItionasshownaboveandontheJointDetalls, uc ess noted otherwise. a so* . f C Rwfer to draskcps 160A-Z for standard plate positions. ••:......... a Alpine, a division of ITV 8cwdlno ConponeMs Group Inc shaU not be responsible for anyY deviation G' ION 1TWCOMPANY this drawing, any falu a to bold the tnss In con ormance with ANSLfTPI 1, or for harcamg. shipping, Sls/f1 r /11 y rsA am tbradrw or c == OF M y VVIYFt1. tN MAX. T T, LD, 60 PSF Suite RiverponDrive for any sP° rMovtir o DedWw perThe rArrsvm I ••+e "M° 1p' DUR, FAC, ANY site Soo for am a OA /$$2018 Maryland Heights, MO63043 Far more Infornatlon see this Job's general notes page and these web sitesn MAX. SPACING 24.U' ALPINIDwws,alpInNtamoml TPL w-tpinstorgi SBCAc wwwsbclydustryargh ILO wwwlccsofe.org STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' Q• ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3,0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 are the preferred attachment methods ATTACH STRONG( 3)10dBACKCOM TO WEB W/ (3> lOd COMMON O0.148'x3') NAILS OR 4) 10d BOX/GUN O _ 28'z3.01> NAILS 2) 10d COMMON (0148'x3,0') OR BOX/GUN (0,128'x3,0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. O STRONGBACK BRIDGING SPACING REQUIREMENTS o 10' None re ulred o 27 I roe (atcurter ofo212EtroesaateldlV3 o 43 rM a st 4 47 roes at W at ow -All scab -on blocks shall be a minimum 2x4 stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' No -The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting In an overall Increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max,) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably, 'Bracing' is an Important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), Y I% ,q 1Sf•. jATTACH r........, llllryJJJ`J AG. 4 S • f i STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES .9 V MWARlmlli WAD NO FOLUN ALL Mn ON TIM WAVM • ranrue Wr— fUMM TIM aatmlc To &L w,naclms DCLUM LL TIE narttlER O, (18 : „. TC LL PSF REF STRONGBACK lobeproctkesUrdesoshall Trusses req&* *.tram cars In fobrlcatinp, har-dYp, b-stnLLhp ° W brad'cN'"'" to °' the latest edltlon of HCSI OAidYp Cawparrnt Solely LtFornatbn, 6y TPI and f•t1i prior to perforNp thrss functbru. InstoU rs shall provide tap— noted otfarelse, tap chard 0.11 lave property ottochad stroct-.a .hea b'° a d Mve a propeNy attoaad r ce Locatbru shorn for perwarant lateral o/ • z C DL PSF BC DL PSF DATE 10/Ol/14 DRWG STRBRIBR1014 s1aU d of lave br:cYtp bstalyd per I sac H3, H7 or MO, as opdkoble. Apply plates to food truss and Ypposlstlor as sroen amve and on the Joint Detons, viess rated otherebe. G l War to dra 1sp-Z for stanaord plate poslwe. O c BC LL PSF AN RWD Y tNshstoLLatbn ap•a, a dvWon of rry B-ick-p Conpon.nts GroaMq Inc. shall not be response for wry de: draebp, any falvra to bold the tr-ss to confor-ince •Kh NGI/TPI L ar for Mndlrp, L bradip of tr-sses. I/ r aa ` • ea••.,re•••• TOT. LD, PSF sea an this draskS ar coverp•pe llstb-o this dradio •e>mtas acceptance of p.oress oral y •II' Par' V-e at.— Tti ad95, and m •f this •D V-a N` t, DUR, FAC, 1,0013723RiverponDme Suite 200 IarEt-e eMbrefpvuOYtyM = bAd ng Deabr-er per A1151/TPI 1 SeeE. o A r' 1 Y SPACINGMalandHeights, MOry' 9 ror rare Mornatlon see this Job's Oerera rotes page olld these eeb spas- LPINE, eee.olphNtecar0 TPL eee.tptlstp'pl SSCN eee y.or'al ICG eeeJcaafeoY J(y l \ N nn n T ReinfixMeml: Go Tr Gable Detail Fclr Let -in Vertirnls Gable Truss Plate Sizes Dproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of apped plates to span the web, it, 2* 2X4 2X8 rroviae connecrions for uplitc specitiea on zne engineerea truss aesign. Attach each 'T' reinforcing number with End Driven Nails' 10d Common (0.148'x 3',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nallsr lod Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenalls In the top and bottom chords, This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, Al6015ENCIOOII8, A18015ENC100118, A20015ENC100118, A20015ENDI0011B, A20015PED100118, A11530ENC100118, A1203DENC100118, A14030ENC100118, A1603CENC10011B, A1803OENC100118, A20030ENC100118, A20030END100118, A20030PED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118, $ 2311 W118, Si8015ENC100118, 520015ENC100118, 520015END10DIS11530ENC100118, S1203CENC10011B, S1403DEN 110 S18030ENC100118, S2003OENC100118, S2003 0 •i.$38030R6j1 See appropriate Alpine gable detail for maj•4 T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe-naR - Or - M End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, eb Length Increase w/ 'T' Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Misr. Size T' Increase 2x4 30 Y. 2x6 20 11ARNDINGl- READ Alm Pn.nv ALL NOTES a THIS BRAVIq REF LET -IN VERTTAKMFURNISHTHISWAVINGTOALLCONTRACTORSINCLUDINGTHEnsr • , Trusses require extreme care In fobrlcati hordit, shipping, Inert alte sad braclnp Re f.ft. the latest edtlon of SCSI Marp Coporent Safety LKarmatlon, by TPI and sDCN f w+efy s DATE 01/02/2018 pprractices for to these functions. InstaLLers shall ovide to ryy MacInp 2=0UMessratedotherwise, top chord shall hove properly attached structural s heaU; and tom rh k d S aT O • „ se shwu have a properly attached 2d cotIn Locations shown for permanent lateml restrain o . DRWG GBLLETIN0118 fT7III fihatt have bra Installed per HCSI sect" M 37 or H1G, as applicable. Apply plates to g'l. s A d O of truss and ppoosition as shorn above and on the Joint Detaes, unless noted otheMse. r,//'t I 101' a C Refer to dra.Inyr 160A-Z far standard plate positions. V ess , s.• p Alpke, a dvbk.G of ITV build he-tr -truss I Group Inc o. withnot be responsible Por_ an y devq. n ea•s..,,•m••• G`Q,1[rANIi1NODAARANYthisationanybracingoftobuildthet.vss In con orrerow with ANSI/TPI L ar far nondvp 17+, O A,` MAX, TOT, LD, 60 PSF installationta L brocep of trusses. A sGeo4 Gn NGb droeYGp ar cover ItrtYp this drcwYGy Ydcetss ocuptorGce oP pro+essbrd 13723 Riverport Drive y r fG:° Ttr wG+ y o.d Gwn this1;0010 DUR, FAC, ANY Suite 200 for o+cture ihr nwP KY 'r' "" bA ==r per AW, M I Sec Maryland Heights, MO 63043 Par more Information we this Job's general rotes page and these web sites. 018 ALPDO ...alpnalt.,con; TPI, www,tphstargl SBCA. ewesbceGdustryorgl Ica ...Jccsa4e.org MAX, SPACING 24.0 18' 1 6.-I 2nol FLOOR TRU66 LAB -OUT RECORD COPY 19'8' Miimi i I I I I Ii i I 1 1 1 s l t I 1 1 I` 1 lilt li F=5A 18, -I T u 00 u- L r'. 15t FLOOR TRU&S LAB T-OUT 1 SHINGLE LOADING 139 mph. WIND 12 EXPOSURE B 6 4-3/16' HEEL 16' PLUMB GUT I T'T'i=IC 4L TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SII IF'SON HUS2/o AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS I HANGER TAKE 3'-4' HEIGHT I (.) THA422 20'-8' HEIC=HT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUE! TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING.. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPM MID/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGR Ql'IED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. T14I8 COMPANY 18 A TRUSS MANUFACTURER 040SE W&-ONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA I-1995 bESIGN RESPONSIBILITIES'. AGGORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTMCTICN DESIGN, DRAWINGS, DOOJIENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. UJ)i N fN CONVENTIONAL FRAMIW, ERECTION MID/OR PER'IANENT 34CINGI NOT TI-E RESPONSIBILITY OF THE TR155 DESIGNER PLATE MANUFACTURER OR TR156 MANUFACTURER PERSONS ERECTING TIRU55ES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTON BRACING UJIMICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE Y.UIDE TO GOOD PRACTICE FOR HANOLNG, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRJ55E5 RECOMMENDATION5' 51- 51 2006) FOR FURTHER INFOWATION. TRUSSES SHALL BE NSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/ OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF® RUS9SC. R TRUSSESES CCU— 407- 321-1440 / 386-872-5098 / 352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE IDAVID WEEKLET' NOR" 1ES I 149l - B LOT Oro REAGAN POINTE SCALE I DATE I DRAWN BY JOB NUMBER IM121/ 18 GRHI/RL 20(B42 I? as'!_j COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000499 BUILDING PERMIT NUMBER: 18-10000499 UNIT ADDRESS: SOCRATES WAY 4618 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON 1 del , Is J_t_ DATE: June 04, 2018 ( J V-5 0 22-20-30-520-0000-0460 PARCEL: TRACT: BLOCK: LOT: LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4618 SOCRATES WAY / REAGAN POINTE / SFR TX 77055 FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Sin le Family SCHOO S Housingg 54.00 Single Family CO -WIDE ORD Housing 91000.00 PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 1.000 dwl unit 1.000 dwl unit 1.000 dwl unit AMOUNT DUE PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, 705.00 00 00 54.00 91000.00 00 00 00 9,759.00 PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF Sk-D- Building, & Fire Prevention Division lol PERMIT APPLICATION FIRE DEPART 4EINTs°' F c1` jcApplicationNo: Z. 21DocuinentedConstructionValue: $ d Job Address: Historic District: Yes No Parcel ID: 22-20-30-520-0000- t l I Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Phone:407-865-8208 Fax: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Street: 213 Majestic Eagle Drive City, State Zip: Name: Resident of property? : Contractor Information PoOnte Verde, FI, 32081 Phone: 407-865-8208 Fax: State License No.: CBC1254984 Architect/Engineer Information Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, FI, 32746 Bonding Company: Address: Fax: E-mail: admin@montaconsulting.com 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 constriction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code Revised: January 1, 2018 W 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 pen -nit 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 pen -nit 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 com iance with all applicable laws regulating construction and zoning. azure of o & ,r/Agent Date e of o ractor/Agent Date 67n _ Print 0wncr/At-,cnt amc Print Signatureci&lotat'v-StaffftjbriXt / Date otarv-S Date i T CY LEE WIGGERS :,,. 'A7rY LEE WIGGERS otary Public - Stale of Florlds t'. .:.:. otary. Public -State of Florida Commission # GG 161813 • ( '' Commission # GG 16181 tiu vt= My Comm, Expires Nov 20, 2021 °:`tom,/ . M Comm. Expires Nov 20 207t a try. ? Y P Owner/A enf t"'" s"t3Y O1+1'Fo e or Cont cf(i ii enla4 Deathrough 04giS % own to Me or Produced D Type of 1D Produce ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Buildinge ElectricalK Mechanical K1-'Plumbing Gas Roof Construction Type: J j Occupancy Use: ??j Flood Zone: K- `j Ct 4.1-rA164ED Total Sq Ft of Bldg: 2 445 Min. Occupancy Load: I k # of Stories: 2- New Construction: Electric - # of Amps 11 `5b Fire Sprinkler Permit: Yes No ©' # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: P%—( C, (9-14-Ig FIRE. - Ok to construct single family home with setbacks and impervious area shown on plan. / S i2 5- /, •/ 0 Plumbing - # of Fixtures GIR, Fire Alarm Permit: Yes No PS WASTE WATER: BUILDING: ''2— ,R'% 1 Revised: January I, 2018 Pemitt Application t 14 i4FOR- Building & por e PreventionPreventionDivisiDivision , r PERMIT APPLICATION FIRE D^:PnFTM ENT v Application (g 7, No: Documented Construction Value: $ Job Address: L9j c,11T Historic District: Yes No Parcel ID: 22-20-30-520-0000- Ot- (_0 C::) Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Phone:407-865-8208 Fax: Title: Project Coordinator Email:twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Resident of property? : Contractor Information Street: 213 Majestic Eagle Drive City, State Zip: PoOnte Verde, FI, 32081 Phone: 407-865-8208 Fax: State License No.: CBC1254984 Architect/Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, FI, 32746 Bonding Company: Address: Fax: E-mail: admin@montaconsulting.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code Revised: January 1. 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated c iarlQesfiburedofftheexecutedcontractexceedtheactualconstructionvalue; 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 co m iance with all applicable laws regulating construction and zoning. lgiefiature of O r/Agent Date ignature of o ractor/Agent Date n Print Owneri. Signature Owner/ t Date Print Date r;., THY LEE WIGGERS N;S;A1rY LEE WIGGERS otary Public — Stale of Florida otary.Public — State of Florida Commission # GG 181813 Commission # GG 161813 4 tty r4t113 My Comm, ExEiQX0f"1q0 O, 2021 `;; y My Comm. Expires Nov 20, 2021 e or Con ctbz`11a;e13nls4BamtoughFt } t Type of ID Produce ype o BELOW IS FOR OFFICE USE ONLY to Me or Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ` *' WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January t. 2018 Permit Application Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC18407 RECORDING INFORMATION AHOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0460 STATE OF FLORIDA COUNTY OF ORANGE 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: I. Legal Description of the Property_ Lot 46, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4618 Socrates Way, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley homes, LLC, a Delaware limited liability company 1.111 N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fec simple (c) Fee Simple Owner (if different than 4(a)): Same Contractor's: (a) Name and address: David Weekley Homes 225 S. Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 _ 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: NIA (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florian Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: rm "VVINEres Aivy ra Ytvt ENTS tvtADE lSY THE OWNER AFTER THE; EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER Olt AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that i have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: / John Kingman Ifeatm , asuthorized Agent STATE OF FLORIDA - l COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FU IER CERTIFY, that John ingniau Keating, is/are the same person(s) either executing or acknowledging exccu ion of due f going instrument because: I personally know himlher/them OR 1 have satisfactory evidence of same based u _ FI 0 a driver's license or _ identification: WITNESS my r td of tibAdseal in the State and County aforesaid this 26th day of June, 2018. APLACENOTA tY A-MEASEAAANE[NATELY BELOW) o-,tV AyB,, SANDRA GREER c Commission # GG 123703 9' EorF.11 Expires September 8, 2021 Bonded TAN Budget Ho"Swekft GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK' S # 2018074410 BK 9162 Pg 1627; (lpg) E-RECORDED 06/28/2018 09:09:17 AM 10. 00 PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy Wiggers Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: Property Address: 4618 Socrates Way Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0460 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) d„ are ®FFICIAL USE ONLI( Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 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 0 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# 18-2551 Reviewed by: Michael Cash, CFM Date: June 14, 2018 SANFORD Application for Paved Driveway, Sidewalk or r`°P'°A Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a fdriveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know ~sbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: —ALQ i ?-) S cy nep,=5, L.'Ay"t-`- 2. Proposed Activity: X Driveway Walkway D Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: SFR This application isubmitted"by. Signature: Address: 21' 3"Majes agle Homes Phone: (407) 865-8208 Fax: Print Name: Casey Dare Email: cdare@dwhomeS. COm Date: 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-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor s expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. and understand the above statement and by signing this application I agree to its terms. Signature: Pre - pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: U This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: ` ""( v Date: November 2015 KUw use urrveway.poi LIMITED PO«VER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mari, Longwood, Oviedo, Sanford. Seminole Ceunty, «'inter Sp. inns Date: l herebv name and appoint an agent of:,t i;Anc ui Compar.., to be my la« ful attonn v-in-fact to act for me to apply for, receipt for. sign for and do all things nccCssary to this appo ntrnenr for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for N ork located at: L_( l n i 'P, (=,< `lam' Y,-.> LITI<,-- , I JP-C Sher. Address) Expiration Date For This Limited Po\V er Of Attorney: License Holder Name. - State License Number: Si,2nature of License H STATE OF FLORIDA COUNTY" OFC u 2 C Z_5 The forevoing instrument N as ackno\, ledved before me this day of o bN, a 'ZF mho is p rsorally kno% vilqo me - or who has produced as identification and who did'did not d,itkeqjari Notary Seal) Mature Print or Tvpe Name Notiry Public — Stag: of Commission Number N/ Iv Commission Expires: RACHELBLACKWELL Notary Public - State of Ficrida f` Commission GG 166876 7= laly Comm. Expires Jan ' 2. 2022 9cnded through. Naicr: Nccan Assn. REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 05-28-18 Project Name: Griffin Park Building Permit#`. Project Address: 14U '?) 1 zl_)e- aTts Electrical Permit #: In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to tenninate electrical service without notice. Furthermore, we understand and a-ree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also; in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, includin, attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall becompleteand in safe order. All electrical services associated with the area will be 100 % complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys (s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system.must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Casey Dare_ P 'n Name of w er/Tenant igziatui O f Owner/Tenant z2 Signature of Nckary Public JURISDICTION EMPLOYEE NAME: TURISDICTiON: Casey Dare 7*N-- M--- Of General Contr. aa htre of enera1 Contr. NOTIFIED: Progress Energy Florida Ponder & Light James J. ALanier Print Name Of Elect.Contr. Signature of Electrical Contr. CHAD W COWDERY MY COMMISSION #! FF985918 EXPIRES April 25, 2020 No17"Seal or Stam On A D® CERTIFICATE OF LIABILITY INSURANCE F ( 2 ATEM/ Dom"`) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Arthur J. Gallagher Risk Management Services, Inc. Suit West Loop South Suite 1600 NAMEACT Ashley Cary PHONE 713-935-8811 F"X 713-358-5713 E- MAIL . ashle ca a com Y_ rY@ J9 INSURERS AFFORDING COVERAGE NAIC # HoustonTX77027INSURER A :Old Republic Insurance Company 24147 INSURED INSURER B INSURER C WeekleyHomes, LLC 1111 North Post Oak Road Houston, TX 77055-7211 INSURER D INSURER E INSURER F CnVFRAGFS CFRTIFICATF NIIMRFR• 1052841088 RFVl-glnN NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRI TYPE OF INSURANCE ADD INSD B WVD POLICY NUMBER POLICY EFF MMIDDIYYYY POLICY EXP MM/ DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS - MADE OCCUR EACH OCCURRENCE DAMAGE SO RENTE PREMISES ED Eaoccurrence) GEN' L MED EXP ( Any one person) PERSONAL & ADV INJURY AGGREGATE LIMIT APPLIES PER: JPRO- POLICY LOC OTHER: GENERALAGGREGATE PRODUCTS - COMP/ OP AGG A AUTOMOBILE X LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED 250 DedComp X $500 DedColl MWT6312417 3/1/2018 3/1/2019 M INED IN L LIMIT Ea accident 1,000. 000 BODILY INJURY (Per person) X BODILY INJURY (Per accident) PROPERTY DAMAGE ccident UMBRELLA LAB EXCESS LIAB OCCUR CLAIMS - MADE EACH OCCURRENCE AGGREGATE DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? IN Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A MWC31241800 3/ 1/2018 3/1/2019 X PER OTH- STATUTE ER E.L. EACH ACCIDENT 1,000,000 E.L. DISEASE - EA EMPLOYE 1,000,000 E.L. DISEASE - POLICY LIMIT I $I,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors Only $ 1,000 Ded. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000 CERTIFICATE HOLDER CANCELLATION City of Sanford 300 N. Park Avenue Sanford FL 32771 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED PRESENTATIVE 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD d T RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY Florida pr., d STATE OF FLORIDA DEPARTMENT OF BUS INES_S,-A.NDr;PROFESSI0NAL REGULATION CONSTRUCTIONAIN0US7f,RY LI64,'E.NSING BOARD THE BUILDING C ON1TRACTO)R , EREIN M+£ IS7rCNI 4RXTIEI,E,D UNDER THE Xth ,sspgSs 3IJS}. .,"dL=°teeR PROVISION>S OF CHAPTER 489, FLOR RWStp I ATUTES ID WOEKURY H@MES Y 4f LI'CENS E N' MBER= C"BC,1 24549fi`84. h EXPIRATIO'NDi4TE . AUG,UsST 31, 2018 Always verify licenses online at MyF,loridaLicense.corn r• psl Fil Do not alter this document in any form. 1r43•, r •: •;}•• I t ,., . This is your license. It is unlawful for anyone her than the licensee to use this document. t Legal Department David WVeekley Homes May 16, 2018 RE: Signatory approval of David Weekley Homes sales contracts in the Orlando Area To whom it may concern: Please accept this letter as confirmation of authority of our Sales Managers, Project Managers and Division or Area Presidents to approve and sign David Weekley Homes Purchase Agreements and Construction Agreements, for the construction and sale of homes in the ordinary course of business, in the greater Orlando Area, namely: Shad Tome Brent Bartholomew Brannon Riley Larry Buffington Casey Dare John Woods Austin Lewis Burchfield ral Counsel Atlanta 4 Austin 4 Charleston e Charlotte * Chicago + Dallas[R.Worth + Denver • Greater Hilton Head Houston 6 Indianapolis + Jacksonville + Nfinneapolis/St. Paul 4 Nashville r Orlando Panama City • Phoenix Raleigh + Salt Lake Cin- 0 San Antonio f SarzLsota 4 Tampa # Wilmington RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot46ReaganPointe7497BS Builder Name: DAVID WEEKLEY Street: 4618 SOCRATES WAY Permit Office: rcc (5i City, State, Zip: Sanford , FL , 32773 Q v1 Permit Number: R 2 5 BU i51Owner: L`. Jurisdiction: 91 00" 0 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 0l7 o 1. New construction or existing New (From Plans) 9. Wall Types (2297.3 sqft.) InsulationopN 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1392. b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ftZ 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent 1 224.00 ftZ 4. Number of Bedrooms 2 d. N/A i ftZ 10. Ceiling Types (1068.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1068.00 ftZ 6. Conditioned floor area above grade (ftZ) 1608 b. N/A R= ftz Conditioned floor area below grade (ftZ) 0 c. N/A R= ftZ 11. Ducts R ftZ 7. Windows(236.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 323.4 a. U-Factor: Di U=0.34 236.25 ftZ SHGC: SHGC=0.30 b. U-Factor: N/A ftZ 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ftZ SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.875 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1097.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation 1 540.00 ftZ b. Conservation features b. Floor over Garage 1 466.00 ftZ None c. other (see details) R= 91.00 ftZ 15. Credits Pstat Total Proposed Modified Loads: 57.13 Glass/Floor Area: 0.147 PASS Total Baseline Loads: 57.36 1 1 7J I hereby certify that the plans and specifications covered by Review of the plans and 00'KE SN, this calculation are in compliance with the Florida Energy specifications covered by this,a, Code. calculation indicates compliance with the Florida Energy Code. rrr„ .'' PREPARED BY: U44ali Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 a I hereby certify that this buildin , as a ig ed, is in compliance Florida Statutes. CADwiththeFloridaEnergyCode. tNE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE:% 7Q Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 3,61_mm Z11111T."WINSVA PROJECT Title: Lot46Reagan Poi nte7497BS Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1608 Lot # 44 Owner Name: Total Stories: 2 Block/Subdivision: REAGAN POINTE of Units: 1 Worst Case: No PlatBook: Builder Name: DAVID WEEKLEY Rotate Angle: 0 Street: 4618 SOCRATES WAY Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 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, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1608 15436.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1608 15436.8 Yes 3 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 91 ft2 19 1 0 0 2 Floor over Garage Main 466 ft2 19 0.37 0 0.63 3 Slab -On -Grade Edge Insulatio Main 72.9 ft 0 540 ft2 0.38 0 0.62 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or shed Composition shingles 1227 ft2 274 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1097 ft2 N N 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1068 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below C)rnt Tn Wall Type Space 1 SW Exterior Frame - Wood Main 13 24 0 9 8 232.0 ft2 0 0.25 0.6 0 2 SE Exterior Frame - Wood Main 13 48 0 9 8 464.0 ft2 0 0.25 0.6 0 3 SE Exterior Concrete Block - Int Insul Main 7 24 6 9 4 228.7 ft2 0 0 0.6 0 4 NE Exterior Frame - Wood Main 13 24 0 9 8 232.0 ft2 0 0.25 0.6 0 5 NE Exterior Concrete Block - Int Insul Main 7 24 0 9 4 224.0 ft2 0 0 0.6 0 6 NW Exterior Frame - Wood Main 13 42 0 9 8 406.0 ft2 0 0.25 0.6 0 7 NW Exterior Concrete Block - Int Insul Main 7 24 6 9 4 228.7 ft2 0 0 0.6 0 8 Garage Frame - Wood Main 13 24 0 9 4 224.0 ft2 0 0.23 0.01 0 9 NW Exterior Frame - Wood Main 13 6 9 8 58.0 ft2 0.23 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW 1 Vinyl Low-E Double Yes 0.34 0.3 N 46.5 ft' 1 ft 4 in 2 ft 0 in Drapes/blinds Exterior 5 2 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 30.0 ft2 1 ft 4 in 2 ft 0 in Drapes/blinds Exterior 5 3 NE 4 Vinyl Low-E Double Yes 0.34 0.3 N 36.2 ft2 1 ft 4 in 5 ft 0 in Drapes/blinds Exterior 5 4 NE 5 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 15 ft 0 in Drapes/blinds Exterior 5 5 NW 9 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft2 7 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 6 NW 6 Vinyl Low-E Double Yes 0.34 0.3 N 36.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 7 NW 6 Vinyl Low-E Double Yes 0.34 0.3 N 4.7 ft2 1 ft 4 in 2 ft 4 in Drapes/blinds Exterior 5 8 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 12 ft 8 in Drapes/blinds Exterior 5 9 NE 5 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 18 ft 0 in Drapes/blinds Exterior 5 10 NE 4 Vinyl Low-E Double Yes 0.34 0.3 N 18.1 ft2 1 ft 4 in 7 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 466 ft2 466 ft2 67 ft 9.3 ft 1 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM RAn.r gf117 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000427 1801 98.87 185.94 .3838 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 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- v # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 323.4 ft Attic 80.85 ft Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb [ Mar Heatinf X Jan H Feb (XMar Ventin [ Jan Feb X Mar Ceiling Fans: Apr Ma X Jun X Jul X Aug Xj Se Oct NovDec Apr May f Jun f l Jul f AuSep Oct XNov X] A r [ Ma ( Jun [ Jul [ Au Se [ Oct [X Nov Dec Dec 5/30/ 2018 10: 33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 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 (ft2 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 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: 4618 SOCRATES WAY, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 2 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1608 b. N/A Area c. N/A 236.25 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage ft2 12. Cooling systems ft2 a. Central Unit ft2 1.875 ft. 0.300 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 540.00 ft2 b. Floor over Garage R=19.0 466.00 ft2 c. other (see details) R= 91.00 ft2 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 e gy saving features which will be installed (or exceeded) in this home before final ins 'on. Otherwise, a new EPL Display Card will be completed based on installed Code cotnp ures. Builder Signature: k D' ateB: Address of New Home: ( In(, kCity/FL Zip: Insulation Area R=13.0 1392.00 ft2 R=7.0 681.33 ft2 R=13.0 224.00 ft2 R= ft2 Insulation Area R=38.0 1068.00 ft2 R= ft2 R= ft2 R ft2 6 323.4 kBtu/hr Efficiency 28.6 SEER:14.00 kBtu/hr Efficiency 28.6 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat 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. 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 EL --AIR Manual S Compliance Report HUM - = CONDfF== Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY 4618 SOC RATES WAY, SANFOR D, FL32773 Design Conditions Job: Lot46ReaganPointe7497... Date: 5/30/18 By: JA Outdoor design DB: 92.40F Sensible gain: 20850 Btuh Entering coil DB: 76.2°F Outdoor design WB: 76.3°F Latent gain: 3939 Btuh Entering coil WB: 63.10F Indoor design DB: 75.0°F Total gain: 24789 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 22018 Btuh 106% of load Latent capacity: 4705 Btuh 119% of load Total capacity: 26723 Btuh 108% of load SHR: 82% Design Conditions Outdoor design DB: 41.9°F Heat loss: 19230 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 26182 Btuh 136% of load Capacity balance: 32 IF Supplemental heat required: 0 Btuh Economic balance: -99 IF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 5.2 kW 92% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. t * wrightsoft, 2018-May-30 10:49:57 y^ /- A .-. ..- ,.-.•. . Right - Suite® Universal 2018 18.0.13 RSU24011 Page 1 6ReaganPointe74976S\ Lot46ReaganPointe74978S.rup Calc = MJS House faces: NE EL -AIR Cori ponent Constructions Job: Lot46ReaganPointe7497... r' Date: 5/30/18 ems•=cetmmm w Entire House By: JA DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY 4618 SOCRATES WAY, SAN FORD, FL32773 Location: Orlando Intl AR FL, US Elevation: 105 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 92 Infiltration: 17 ( M) Method 76 Construction quality 7•5 Fireplaces Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions Or Area U-value W Btu h/ft2-°F ne 178 0.091 se 436 0.091 sw 186 0.091 nw 407 0.091 all 1207 0.091 ne 176 0.167 Be 228 0.167 nw 208 0.167 all 611 0.167 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 205 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 36 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium, 1.33 ft overhang (5.2 ft window ht, 5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 18 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 7 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 16 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium, 1.33 ft overhang (5.17 ft window ht, 18 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 8 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (2 ft window ht, 15 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, Be 30 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5 ft window ht, 2 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 47 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 2 ft sep.); 6.67 ft head ht 0.091 0.340 0.340 0.340 Heating 70 28 30 1.3 Simplified Average 0 Cooling 75 17 50 46.6 Insul R Htg HTM Loss Clg HTM Gain ft'-°F/Btuh Btu h/W Btu Btuh/ft2 Btu In 13.0 2.56 456 2.32 413 13.0 2.56 1114 2.32 1009 13.0 2.56 476 2.32 431 13.0 2.56 1041 2.32 943 13.0 2.56 3086 2.32 2795 3.0 4.69 825 3.21 565 3.0 4.69 1069 3.21 732 3.0 4.69 975 3.21 668 3.0 4.69 2869 3.21 1965 13.0 2.56 525 1.42 291 0 9.55 348 22.3 812 0 9.55 174 22.3 406 0 9.55 148 22.3 346 0.340 0 9.55 76 22.3 178 0.340 0 9.55 287 22.5 674 0.340 0 9.55 447 22.5 1052 wrigh1soR 2018-May-30 10:49:57 ACCKw,,.,• wm w-, Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 6ReaganPointe7497BS\Lot46ReaganPointe7497BS.rup Calc = MJ8 House faces: NE 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 18 0.340 0 9.55 170 15.6 278 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 7.33 ft overhang (6.67 ft window ht, 1 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 5 0.340 0 9.55 45 22.3 104 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (1.33 ft window ht, 2.3 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 36 0.340 0 9.55 344 22.3 803 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1.3 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 20 0.340 0 9.55 191 22.3 446 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 12.67 ft sep.); 6.67 ft head ht Doors 11J0: Door, mtl fbrgl type ne 24 0.600 6.3 16.9 405 18.3 438 11 DO: Door, wd sc type n 18 0.390 0 11.0 196 11.9 212 Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" 1103 0.026 38.0 0.73 806 1.40 1548 gypsum board int fnsh Floors 19C-19cscp: Fir floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19 21 0.049 30.0 0.48 10 0.30 6 cav ins, tight crwl ovr, r-11 wall insul 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, amb 89 0.050 19.0 1.40 125 0.70 62 ovr 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, gar ovr 440 0.050 19.0 1.40 617 0.70 307 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 73 0.989 0 27.8 2026 0 0 1 0.989 0 27.8 28 0 0 all 74 0.989 0 27.8 2055 0 0 W righ tsaft, 2018-May-30 10:49:57 A M,,•, um, , Right -Suite@ Universal 2018 18.0.13 RSU24011 Page 2 6ReaganPointe74976S\Lot46ReaganPointe74978S.rup Calc = MJ8 House faces: NE Et AIR Pro ect Summar Job: L30/18 aganPointe7497... y Date: 5/0/18 19MMG-AMCUN11111Ir101018 Entire House By: JA DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, 77PoeorcnnFor: DAVID WEEKLEY 4618 SOCRATES WAY, SAN FORD, FL32773 Notes: 12. 30.16 BENTLEY LS.1/ 13/18.RC. D- • s o Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 IF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range M Relative humidity 50 % Moisture difference 47 gr/lb Heating Summary Structure 16965 Btuh Ducts 2265 Btuh Central vent ( 0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19230 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1608 1608 Volume (ft3) 15749 15749 Air changes/ hour 0.50 0.26 Equiv. AVF ( cfm) 131 68 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 AHRI ref 9162305 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 IF Backup: 8. 2 HSPF 28600 Btuh @ 47°F 27 0 953 cfm 0.050 cfm/Btuh 0.40 in H2O Input = 5 kW, Output = 17603 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16944 Btuh Ducts 3906 Btuh Central vent ( 0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer' s data y Rate/swing multiplier 1.00 Equipment sensible load 20850 Btuh Latent Cooling Equipment Load Sizing Structure 2954 Btuh Ducts 985 Btuh Central vent ( 0 cfm) 0 Btuh gone) Equipment latent load 3939 Btuh Equipment Total Load (Sen+Lat) 24789 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A0 Coil FB4CNP030L AHRI ref 9162305 Efficiency 11. 5 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 953 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4* wri0ftts43oft- 2018-May-3010:49:57 P. „ omv.••. Right - Suite® Universal 2018 18.0.13 RSU24011 Page 1 6ReaganPointe7497BS\Lot46ReaganPointe74976S. rup Calc = MJ8 House faces: NE I DEL -AIR Right-M Worksheet NAM -= C111111117MM Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot46ReaganPointe7497BS Date: 5/30/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 216.9 ft 9.6 ft 1646.0 ft2 BED 2 25.0 ft 9.3 It heat/cool 1.0 x 137.0 It 137.0 ft2 Ty Construction number U-value Btuh/ftz°F) Or HTM Btuhftz) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V 12C7Osw ' -'--' 2A-2ov 2A-2ov 13A-3ocs - 2A-2ov 2B-2fv 11J0 12C-Osw 13A-3ocs 0.091 0.340 0.340 0.167 0.340 0.340 Q600- 0.091 e_O.340-se..-9.55--_22..47._-30 0.167 ne- ne ne ne ne ne ne se se E5 9.55 9.55 4.69 9.55 9.55 16_86,18.27 2.56 4.69 22.31 22.31 3.21 22.31 22.31 2.32 3.21 36 18 223 16 8 24 Z§6- 228 0 0 176 0 0 24__- 436 228 186 407 0 0 0 F 208 0 205 18 21 89 440 348 812 0 0 0 00 0 0 0 281 346 89 0 0 389 V[ 174 825 148 76 405 111'4 287_____67_4._-_.___0 1069 476 t? 1041 170 45 344 975 191.,_._..., 525 196 10 125 617 406 565 346 178 438 1009 732 431 1052 943 278 104 803 668 446 291 212 6 307 0 107 16 4 0A 0 121 0 0 0 0 0 5 y' i7 0 0 0 416 148 38 0_-_ D W G..2B_2fv W W C IW r-G 6 0 0 0,---0. 567121 12C Osw 6-2ov-___-_----_----- 12C-Osw 10C-v 2B-2fv 2B-2fv 0 091 0 340 0.091 0.340 0.340 0.340 sw sw nw nw nw nw 2.56 9._55 2.56 9.55 9.55 9.55 2.32 22 48 2.32 15.61 22.31 22.31 3.21 22:31.._____._20 1.42 11.88 0_30 0.70 0.70 233 47 466 18 5 36 228 223 18 21 89 440 0 Q 0 0 0 0 5 0 0 0 Q 0 0 0 0 22 0 0 5 0. 0 0 0 0 15 0 0L-D 13A-3ocs 12C-Osw 11 DO 19C-19cscp--__,__ 20P 19c -_- __ 20P-19c 0 167 0 340 0.091 0.390 0.049 0.050 0.050 nw nw n v 4:69 9 55 2.56 10.96 0.48 1.40 1.40 0 0 0 9 0 F ..-_ F 0 9 0 0 0---.- 0 0 0 F _, F- 22A-cpl _ 22A-cpl 0.989 27.79 0.00 i. 543 73_ 2026 137 25- 0 0 0.989 27.79 0.00 11 1 28 0 0 0 0 6 c) AED excursion 199 42 Envelope loss/gain 12923 12923 1881 1162 12 a) Infiltration b) Room ventilation 4041 0 1301 0 453 0 146 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 1800 0 0 0 Subtotal (lines 6 to 13) 16965 16944 2333 1307 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 13 % 23 % 0 0 0 16965 2265 0 0 0 16944 3906 5 % 5 % 0 0 0 2333 117 0 0 0 1307 65 Total room load Air required (cfm) 19230 953 20850 953 2450 121 1373 63 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed pw wrightsoft 2018-May-3010:49:57 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 ACCk 6ReaganPoint e7497BS\Lol46ReaganPoi nte7497BS.rup Calc = MJ8 House faces: NE I DEL -AIR Ica • nm eon Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot46ReaganPointe7497BS Date: 5/30/18 By: JA 1 Room name BATH 2 FOYER 2 3 Exposed wall Room height 12.0 ft 9.3 It heat/cool 25.0 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 6.0 x 8.5 ft 51.0 ft2 1.0 x 216.4 It 216.4 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (W) Load number Btuh/ft2-0F) Btuhfft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12C-0sw 2A-20v 0.091 0.340 2.32 22.31 22.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0-, 0 0 0 0 0 0 ne ne ne- 2.56 9.55 9.55 11 UUU lll 13A-3ocs 2A-2ov 0.167 0.340 ne ne 4.69 9.55 3.21 22.31 56 0 52 0 243 0 167 0 60 0 36 0 171 0 117 0 D_ 2B-2fv 11J0 - 2C-0sw 0.340 0.600 0.091 0.340 ne ne se se . 9.55 16.86- 2.56 9.55. 22.31 18.27 2.32 22._47 4 0 0 0 0 0 0 0 38 0 0 0 89 0 0 0 0 24 0 0 0 24 0 0 0 405 0 0.._ 0 438 0 0. WI 1-G..2B.2fv-.-.._.... W 13A-3ocs 0_167 se 4.69 3.21 0 0 0 0 107 107 502 344 V/ - G- W 12C Osw - 2A 2ov-.-_ ----- - 12C-Osw 0.091 0 340 0.091 sw sw _ nw 2.56 9.55 2.56 2.32 22,48 2.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 1OC-v 2B-2fv 0.340 0.340 nw nw 9.55 9.55 15.61 22.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u J G. 2B-2fv 13A 3ocs- 2A 2ov_ _ ._._ - --- .... 0.340 0 167 0.340 nw nw nw_ 9.55 4.69 9 M 22.31 3.21 22.31 0 56 0 0 56 0 2622 0 179 60 65 305 209 12C-Osw 0.091 2.56 1.42 0 0 0 0 98 80 204 113q-D C 11 D0._ _ . _ - 0.390 0D26 n- 10.96 0.73 11-88 1.40 0 0 0 0 0 0 0 0. 78 0 18 0_- 196 Q 212 F-- 19G19cscP_ 0.30 0 0 0 0 0- F 2OP--19c __ - _ Q:M9 0,050 0_48- 1_40 0.70 0 0 0 0 F -- - F 20P 19c---- - 22A-c I 0.050 0_989 0.989 1.40 27.79 27.79 0.70 0.00 0.00 fl 51,12 0 9 333 0 216 25 0 696 0 0 6 c) AED excursion 6 91 Envelope loss/gain 877 430 2478 1343 12 a) Infiltration 217 70 453 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1094 500 2930 1489 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1094 500 2930 1489 15 Duct loads 5 % 5 % 55 25 5 % 5 % 147 74 Total room load 1149 525 30T7 1563 Air required (cfm) 57 24 152 71 Calculations woroved by ACCA to meet all requirements of Manual J 8th Ed fi- 2018-May-30 10:49:57 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 6Reagan Point e7497BS\Lot46ReaganPoi nte74976S.rup Calc = MJ8 House faces: NE DEL --AIR Right-JO Worksheet VA='"R 0'M Entire House DEL AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SAN FORD, FL 32771 Phone: 407-831-2665 Job: Lot46Reagan Pointe7497BS Date: 5/30/18 By: JA 1 Room name BED3 MASTER WIC 2 Exposed wall 10.9 ft 13.5 ft 3 Room height 9.3 ft heat/cool 9.7 ft heat/cool 4 Room dimensions 1.0 x 138.4 ft 7.0 x 6.5 ft 5 Room area 138.4 ft2 45.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 0 091 ne' 2:56 2,32 0 0 s 0 0 a.._. 0 0 0 2A 2ov , 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 2A2ov. 0340 ne 965 22.31 0 0 0 0 00. 0' WW 13A-3ocs 0167 ne 4.69 3.21 0 0 0 0 0 0 0 0 0 1 1 2A 2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 2B- 2fv 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 D 11J0 0.600 ne 16.86 18.27 0 0 0 0 0 0 0 0 WI - 12C Osw" 0 091 se 256 2 320 0 6 0 0_ 00 0 0 G. W 13A-3ocs 0.167 se 4.69 3.21 0 0 0 0 0 0 0 0 12C Osw' 0 091 sw 2 56 2 32 0 0 µ 0 w 0 68 68 174 157 W 12C-Osw 0.091 nw 2.56 2.32 0 0 0 0 63 63 161 146 IOC- v 0.340 nw 9.55 15.61 0 0 0 0 0 0 0 0 2B- 2fv 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 2B- 2fv 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 UiV 13A 3ocs T 0 167 nw 4.69 3 21 102 82 386 265 M 0340 nw.__9.55___-^22..31. 20 446., 0. 0 0 Y 9., q- D 12C- Osw 0.091 2.56 1.42 126 126 321 178 0 0 0 0 11 DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 166 38ad .__. v _w_._ 0 026 n 0 73, 1_40 0 0 a a. 0 f 0 46 46 33 a_.64 F 19C 19cscp 0.049 0.48 0.30 0 0 0 0 0 0 0 0 V F 20P-19c 0.050 1.40 0.70 0 0 0 0 11 11 16 8 O. QO 11 303 F 22A cpl 0 989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 171 28 Envelope loss/gain 1202 1060 432 371 12 a) Infiltration 199 64 255 82 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1401 1124 687 453 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1401 1124 687 453 15 Duct loads 5 % 5 % 70 56 20 % 29 % 140 133 Total room load 1471 1180 827 587 Air required (cfm) 73 54 41 27 Calculations aoproved by ACCA to meet all reauirements of Manual J 8th Ed wrightsott 2018-May-3010:49:57 Right - Suite@ Universal 2018 18.0.13 RSU24011 Page 3 6ReaganPointe7497BS\ Lot46ReaganPointe7497BS.rup Calc = MJ8 House faces: NE DEL -AIR Right-JO Worksheet AMCOMMMM Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot46ReaganPointe7497BS Date: 5/30/18 By: JA 1 Room name MASTER W.C. MASTER SUITE 2 3 Exposed wall Room height 3.5 ft 9.7 ft heat/cool 27.0 ft 9.7 ft heat/cool 4 5 Room dimensions Room area 6.0 x 3.5 ft 21.0 ft' 1.0 x 203.8 ft 203.8 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number Btuh/ftz °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw M 2A-2ov 2A2ov. 0.091 0.340 ne ne 2.56 9.55 2.32 22.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0ll-_GG 11 1 13A-3ocs 2A-2ov 0.167 0.340 ne ne 4.69 9.55 31_ 3.21 22.31 0 0 a.._- _. _0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 2B-2fv 11J0 12C Osw 0.340 0.600 O 091 ne nese' 9.55 16.86 2 56 22.31 18.27 2:32 0 0 0 0 0 0 0 0 m_0 0 0 F 0 97 0 0. 897 0 24 0 225W L-G„ 26.2fv __.._ ___ ._.._._ 0.340 se...._w._-9.55 22.4.7 0 0 0 0 0 A 0. W 1N 13A-3ocs 12C Osw m 24 2ov _ _..._ 12C-Osw 0.167 0.091 0 340 0.091 se sw sw.... nw 4.69 2.56 9 5.5 2.56 3.21 2.32 22:48._-. 2.32 0 0 0 34 0 0 0 34 0 0 0 87 0 0 0 79 0 165 e ____47 0 0 118 I . ___ -2 0 0 302 447 0 0 274 105.2 0IW 10C-v 2B-2fv 0.340 0.340 nw nw 9.55 9.55 15.61 22.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W G_.2A 26 2fv 13A 3ocs 2ov -_.... _._ 0.340 0 167 0 W, nw nw' nw_ 9.55 4 69 9.55 22.31 3 21 22 31 0 0 0 0 O 0 0 0_ 0 0. 0 0 O 0 O_ 0 0 0 0 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0L-D 11 D0 _ 166 38ad _ 0 026 96 0 73 11.88 1 40 0 21 0 21 0 15 0 29. 0 204 0_'____ 204 0 0 F 19C 19cscp. 0 049 0.30 21 10 6 0 0 0 20P_19c._ _...___ 0.050 0.48 w. 1._40 0.79 0 21- 0._ 0....._._, 34 34--_____ F 20P-19c D0 50 1.40 0.70 0 0 238 118 e_, 79 0.00 0 Q M ._.. _0 0 9 TT170_170 0 0 0 0F22Acpl _ 0989 0 989 27 27 79 0.00 0 0 0 0 0 0 6 c) AED excursion 8 372 Envelope loss/gain 112 106 1432 2350 12 a) Infiltration 66 21 510 164 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 178 128 1942 3345 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 178 128 1942 3345 15 Duct loads 20 % 290% 36 38 20 % 29 % 396 1 984 Total room load 215 165 2338 4329 Air required (cfm) 11 8 116 198 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed wrightsot`t" 2018-May-30 10:49:57 Right -Suite@ Universal 2018 18.0.13 RSU24011 Page 4ACCk 6ReaganPointe7497BS\Lot46ReaganPointe7497BS.rup Calc = MJ8 House faces: NE 1NDELDEL-AIR Right-M Worksheet fffm- Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot46Reagan Poi nte7497BS Date: 5/30/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area POWDER 7.5 ft 9.7 ft heat/cool 3.5 x 7.5 ft 26.3 ft2 MASTER BATH 9.0 ft 9.7 ft heat/cool 1.0 x 99.0 ft 99.0 ft2 Ty Construction number U-value BtUWft? °F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 UfJ jL- G V 22C-Osw 2A-2ov 2A-2ov i _ _ _ 13A-3ocs 2A-2ov 2B-2fv 11J0 _ 12C Osw 2B_2fv _-_____ __ __ _ 13A-3ocs T a 0.091 0:340 0.340 0.167 0.340 0.340 0.600 91' 0 091 m.....0.340 0.167 ne ne ne _ ne ne ne ne se se_ 2.'56 9.55 9.55 4.69 9.55 9.55 16.86 2 56 9.55 4.69 2.56 9_55 2.56 9.55 9.55 9.55 469 9.55 2.56 10.96 2.32 22.31 22.31 v 3.21 22.31 22.31 18.27 22.4.7- 0 0 0 ____0 0 0 0 0 a_..-_._0 0 0 0 0 0 0 0 0 0 0 v 0 0 0 0 r. _ 0 0 0 0 0-6--0--0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O. 0 0 0 0 0, D W ' L-G. W 3.21 2.32 22448 0 0 0 0 0 0 0 0 WW y-G WWW Vfl - G.. L-D- 12C-Osw s^ _ 2A-2ov _ _ -`_ 12C-Osw 10C-v 2B-2fv 2B-2fv 13A-3ocs 2A_2o_v___ 12C-Osw 11 DO 0.091 0340 0.091 0.340 0.340 0.340 0 167 Q 340 0.091 0_390 se sw sw 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0, Q 0 0 0 0 0 0 0 0 0 0 Q 87 0 5 0 0 0 0 0 0 83 0 0 0 0 0 0 0 Q 211 0 45 0 0 0 0 0 0 a 191 0 104 0 0 0 0 0 nw nw nw nw nw nw n 2.32 15.61 22.31 22.31 3 21 22.3_1 1.42 11.88 I.-N 0.30 0 70. r0 0 0 0 0 0 0 0 0 26 0 9 0 0 F F 19C-19cspp _ ZQ-P- c 0.049 0.050, 0.48 1_440 6 0 0 19 0 37 0 99 0 99 0 72 0 139_ 0 0 p 0 0 0 F F 20P-19c 22A cpl 0.050 0.989 1.40 27.79 0 70 0.00 26- 0 26 0 r._... 37 0 18 0 88 88 123 61 11 1 28 0 6 c) AED excursion 15 24 Envelope loss/gain 242 208 480 519 12 a) Infiltration b) Room ventilation 142 1 0 46 0 170 0 55 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 384 254 650 574 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 20 % 29 % 0 0 0 384 78 0 0 0 254 75 20 % 29 % 0 0 0 650 133 0 0 0 574 169 Total room load Air required (cfm) 1 462123 328 15 782 39 743 34 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed Fi- wrial soft- 2018-May-30 10:49:57 ACC -' "- Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5 6ReaganPointe7497BS\Lot46ReaganPointe7497BS.rup Calc = MJ8 House faces: NE VDEL-AIRwx= • = cmlmnaHm Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot46ReaganPointe7497BS Date: 5/30/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area DINING/FAMILY 65.0 ft 9.7 It heat/cool 1.0 x 443.3 ft 443.3 ftz KITCHEN 18.5 It 9.7 ft heat/cool 1.0 x 264.5 ft 264.5 ftz Ty Construction number U-value Btuh/ft2 °F) Or HTM Btuh/ft2) Area (w) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-0sw '-- 2A-2ov 2A-2ov_ 13A23ocs 2A-2ov 2B-2fv 11J0._._.-..-_-0800 12C-Osw 2B,2fv--_--__ _ __ 13A-3ocs 12C Osw - - 2A 2ov_--- - 12C-Osw 10C-v 2B-2fv 2B-2fv -... 26:2-%-_--- -.--.. 12C-Osw 11 DO 16638ad _ - 19C-19cscP _ ......_ 26P719c_ _. - - 20P-19c 22_ ._ 22A ccpl 0.091 0.340 0.340 0. 0.340340 0.340 0.091 0.340 0.167 0.091 0 340 0.091 0.340 0.340 0.340 0 167 0.340 0.091 0.390 0 026 0.049 0050 0.050 0 989 0.989 ne' ne ne ne ne ne n.e se se_ se sw sw nw, nw nw nw nw nw_ n 2.56 9.55 9.55 9.55559 9.55 1686 2.56 9.55..-__22.4.7.- 4.69 2.56 9.55 2.56 9.55 9.55 9.55 4-69 9.55 2.56 10.96 0.73 0,48 1 40 1.40 27 79 27.79 2.32 22.31 22.31 3.21 22.31 22.31 18._27- 2.32 3.21 2.32 22.4_8 2.32 15.61 22.31 22.31 3.21 22.31 1.42 11.88 1_40 0.30 0.70 0.70 0 00 0.00 233 36 18 0 0 0 0. 199 15 0 p0 0 199 18 0 36 0 0 0 0 443 0 21 0 0 0 178 0 0 0 0 0 0 184 1- 0 p 0 145 0 0 0 0....__....__. 0 0 0 443 0 21 0 0 456 348 174 0 0 0 0 470 193 0 0 0 371 170 0 344 0.....__ 0 0 0 324 0 413 812 406 0 0 0 0 426 337- 0 0 0 336 278 0 803 0..---_. 0 0 522 0 14 0 0 0 0 0 0 0 0 210 143._-.---337- 0 0 0 211 0 0 0 O 0 0 193 0. 0 203 0 0 0 0 0 0 0 0 190 0 0 0- 191 0 0 0 0 0 0 371 0 0 0 0 0 0 0 0 97 15 0 p 0 82 0 0 0 O 0 0 265 0 0 145 0. 0 0 0 0 0 0 0 82 1 0 O 0 82 0 0 0 O 0 0 265 0. 0 145 0 D W G. W 1 J- G W N---..-13A-3ocs q-D C-- F F _. _ _ F F... F - 29 0 O 101 0 6 c) AED excursion 318 56 Envelope loss/gain 2828 4128 960 1245 12 a) Infiltration b) Room ventilation 1228 0 395 0 349 0 112 0 13 Internal gains: Occupants @ 230 Appliances/other 3 690 0 0 0 1200 Subtotal (lines 6 to 13) 4056 5213 1309 2558 14 Less external load Less transfer Redistribution Subtotal Duct loads 20 % 29 % 0 0 0 4056 827 0 0 0 5213 1534 200% 29 % 0 0 0 1309 267 0 0 0 2558 753 r Total room load Air required (cfm) 4883 242 6747 308178 1577 3310 151 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fi- wrigF+tsoft 2018-May-30 10:49:57 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 6 6Reagan Pointe7497BS\Lot46ReaganPointe7497BS.rup Calc = MJ8 House faces: NE r DEL -AIR Duct System Summary NE=G • Ill cn"°=11M Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY 4618 SOCRATES WAY, SAN FORD, FL32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H 20 0.201 in/100ft 953 cfm 169 ft Job: Lot46ReaganPointe7497... Date: 5/30/18 By: JA Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H 20 0.201 in/100ft 953 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 1149 57 24 0.204 5.0 Ox0 VIFx 46.8 120.0 st2 BED h 2450 121 63 0.201 7.0 Ox0 VIFx 49.3 120.0 st2 BEDS h 1471 73 54 0.224 6.0 Ox 0 VIFx 32.1 120.0 st2 DINING/FAMILY c 3374 121 154 0.248 7.0 Ox0 VIFx 27.3 110.0 st3 DINING/FAMILY-A c 3374 121 154 0.240 7.0 Ox 0 VIFx 31.5 110.0 st3 FOYER h 3077 152 71 0.210 7.0 Ox 0 VIFx 41.7 120.0 st2 KITCHEN c 3310 78 151 0.254 7.0 Ox 0 VIFx 23.8 110.0 st3 MASTER BATH h 782 39 34 0.247 4.0 Ox 0 VIFx 27.8 110.0 st3 MASTER SUITE c 4329 116 198 0.239 8.0 Ox 0 VIFx 32.5 110.0 st3 MASTER W.C. h 215 11 8 0.245 4.0 Ox 0 VIFx 29.1 110.0 st3 MASTER WIC h 827 41 27 0.232 4.0 Ox 0 VIFx 36.8 110.0 st3 POWDER h 462 23 15 0.238 4.0 Ox0 VIFx 32.9 110.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 Peak AVF 404 212 0.201 514 12.0 0 x 0 VinlFlx SO st3 Peak AVF 549 741 0.232 693 14.0 0 x 0 VinlFlx SO st1 Peak AVF 953 953 0.201 683 16.0 0 x 0 VinlFlx wrightsoR- 2018-May-30 10:49:58 z ,,. m, , Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 6ReaganPointe7497BS\Lot46ReaganPointe74976S.rup Calc = MJ8 House faces: NE 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 rbl Ox0 953 953 0 0 0 0 Ox 0 VIFx Wr ight9Oft, 2018-May-30 10:49:58 M =.• »,. ,:,.. „. ,yam Right -Suite@ Universal 2018 18.0.13 RSU24011 Page 2 6ReaganPointe7497BS\Lot46ReaganPointe7497BS.rup Calc = MJ8 House faces: NE 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot46ReaganPointe7497BS Builder Name: DAVID WEEKLEY Street: 4618 SOCRATES WAY Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind Qioino and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sormnkler cover plates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGaugeOO - USRCSB v6.0 5/30/2018 10:32:40 AM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot46ReaganPointe7497BS Builder Name: DAVID WEEKLEY Street: 4618 SOCRATES WAY Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691500 Cond. Floor Area:: 1608 sq.ft. Cond. Volume: 15437 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section 2. 1.2. SIGNATURE: / 12 PRINTED NAME:_. — IA ii6r.J DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0 0$E S7'.g1 AV 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 4618 SOCRATES WAY Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. M*0ItoP I:Z[oil I ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/30/2018 10:33 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SLAB BY BLDR MIN 9-1 2' FROM WALL 2.5 TON WIaKW @240V 1PH pla0o" by 2 CAR Obidr GARAGEIaxIoplan scale :1B" o" 22x12ra° Ig 10,11-11!alw" 3" bath duct to wall cap w/fan Nutone 696RNB FIRST FLOOR OWNER'S I RETREAT 4" 814 lwcd 25 DoZ 9x81wod200 X WF 3 to n c m 12.12 j3 C7 0 L rag 6 Cp 4- 14 c 0 n w 3 6x16, 35 0) .n. z W 4- bwllt zi9s 4 i 3 4" tlryer duct0" 18" to roll cap wltlryer vent Dox kitchen vent to roofcap o 2561w I HE I a s___ 6 EgcaEo 1r vY CMYIALL x rnw I I HZ221K O T ARDI4T2! t. e O ARD12TZ 1md DINING 1155 0 QCPRD1n 155 OATS C]]35A 1000 40va Iran' FAMILY zOi TH6320U1000DAG I I OTH020U1000DAG ff Io.asnBr I I F. iAUEOE Ea. I I m cclum I I ore339 orILDNOTENOTETOPROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS UNDERCUTTransfer ducbs91111 size° in compliance with Fldnda Residential Building balan, ed return air. Code- M1602.4 EXCEPTIONS 1-3 SECOND FLOOR Must have a minimum clearance old inches around the air handler per the State Energy code. All duct has an r=6 insulation value. gro p'D COPY Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 0\S\LDI/Vo SANE O RD w c. OFf'AR` U,uTa V-TR, Spegalplumbing.com LIC# CFC1428683 REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-STEMWALL Permit # BUILDING PERMIT Min Max Inspection Description 10 Footer 20 Stemwall 30 Form board / Foundation Survey 30 Slab / Mono Slab Prepour 40 Lintel / Tie Beam / Fill / Down Cell 50 Sheathing — Walls 50 Sheathing — Roof 60 70 Final Window 60 Roof Dry In 60 80 Lath Inspection 70 Frame 70 1000 Final Roof 80 Insulation Rough In 80 1000 Final Stucco / Siding 90 Drywall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PER .MIT . Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final UMBI+ G1 PERM!IaT Min Max Inspection. Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHAN;ICAL :PERIVI.IT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 46, REGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, FLOOD INFORMATION: yt ft'€ BY PERFORMING A SEARCH WITH THE LOCAL GOIERNI G MUNI PALITY OR^WW MA. THE PROPERTY APPEARS TO BE LOCATED IN ZONt3 X. TH S PRYND IN CITY SANFORD, COMMUNITY NUMBER 120294, DATED f/28/2 07. CERTIFIEDTO: JUN 2 DAVID WEEKLY ' LILL P ii t f 0 St. Johns River Water Management District Elevations as shown hereon are referenced to the North / American Vertical Datum of 1988 (NAVD 88), as established r from National Geodetic Benchmark "F 711", published / elevation of 127.95 feet. This elevation note per plat) SB = Set Backs, 1 / as shown hereon are from the lot specific y.1da ' site plan as provided by the client o QJ /, a ej oo , Q Jm / Go OO e b w 4V Jse 4,yMd ti 0 ti5, d D ' 4618 SOCRATES WAY , SA [FORD, FLORIDA 32773 This is NOT a Boundary Survey Ok to construct single family home G with setbacks and impervious area 5 c shown on plan. Se 6 y19, i ° oyo i 'ae c i 6 i Og Cei . Oa ' p • ' • • o oQ o b c • o Proposed Concrete 1 0 7. 6 Driveway.-.- sG F0 T 9' OfA O a6,0 saey_ O AJ . ed 9C o' c,P rntry L1 N 49008'32" W 29.00'(P) 2 sG.o, •3• i Q CJ aof„ O,r\hf F+ oso• s. N 49008'32" W 63.00'(P) s Otsph fiCO s\`// C41 ddJ L= 15.71'(P) 4618 SOCRATES WAY, \ coy . Chord Bearing= SANFORD, FL 32773 %1"C, \` D N 04008'32" W 14.14'(P) Area Calculations Total Lot Area= 2,319 sq ft (100%) Impervious Area in Square Feet Total House Foot Print = 1,016 sq ft (44%) Total Porch and Deck/Lanai = 36 sq ft (02%) Total Driveways = 81 sq ft (04%) Total Walkways = 43 sq ft (02%) Total A/C Pads = 16 sq ft (01%) Total Out Buildings = 00 sq ft (00%) Total Pool Deck Surface (Not including Water Surface = 0,000 sq ft (00%) Total Total Pool Water Surface = 0,000/2 0,000 sq ft (00%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan UE - Utility Easement Fil? Id Date: 5/22/2018 Date Completed: 05/22/18 Drawn By: G.S. File Number:IS-47669 PP Legend- C Calculated PC -Point of Curvature Centerline Pg. - Page B Concrete Block PI - Point of Intersection CM Concrete Monument P.O.B.- Point of Beginning Cone. Concrete P.O.L. - Point on Line D Description PP - Power Pole DE Drainage Easement PRM - Permanent Reference Esmt. Easement Monument F. E.M.A. - Federal Emergency PT - Point of Tangency Management Agency R - Radius FIFE Finished Floor Elevation Red. - Radial Fnd. Found R&C - Reber & Cap IF Iron Pipe R-. - Recovered L- Length (Arc) Rfd. - Roofed M Measured Set - Set %" Reber & N& D Nail & Disk Reber Cap "LB 762S' N. R. Non -Radial Typ. - Typical ORB Official Records Book UE - Utility Easement P Plat WM - Water Meter P. B. Plat Book A - Delta (Central Angle) 0- Wood Fence 0- - Chain Link Fence Ql = Proposed Elevation G 6 PT On Lot 44 \1 NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB". Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfield locations are approximate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST - PROPOSED DRIVEWAY OVERLAPS SOUTH EASEMENT PROPOSED SIDEWALK OVERLAPS NORTH EASEMENT EDoouSigned by: e org k I M6AJ B10E083FCAE64EB... T Graphic Scale 10' A' 40' Scale: 1 "=20' True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveying In the State of Florida in accordance with Chapter 5J•17.052 Florida Administrative Codes, Pursuant tQ_, pacclion 472,Q27 Florida Statutes. FOR THEThis Survey is intends 4 Y (pf use of Said Certified Parties This Survev NOT VALID UNL and Embossed with Survevor's Seal Ireland k Associates Surveying, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. irelandsurveying.com Office- 407.678.3366 Fax-407.320.8165 , RECORD COPY Residential Load Demand General Method 1617 square feet X 3VA = 4851 VA Small appliance load = 3000 VA Laundry = 1500 VA total 9351 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2223 VA total 5223 VA Dryer 5000 VA # 1 25 5 Disposal 650 VA Dishwasher 1200 VA evi o tic Refrigerator 720 VA Water Heater 4500 VA 5; Range. 8000 VA Heat 8000 VA k nE` Micro. 1200 VA total 34,493 VA - 240V= 144 amps= 150 amp service Model 7497 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 i. y - A spJ NOC18407 RECORDING INFORMATION ABOVE THIS LINE Permit Number: STATE OF FLORIDA COUNTY OF ORANGE NOTICE OF COMMENCEMENT Tax Folio Number: 22-20-30-520-0000-0460 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: 1. Legal Description of the Property: Lot 46, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4618 Socrates Way, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor's: (a) Name and address: David Weekley Homes 225 S. Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number NIA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. - Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John Kingman ffeatin , as"Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FUOHER CERTIFY, that John ingman Keating, is/are the same person(s) either executing or acknowledging ex ion of the f going instrument because: I personally know him/her/them OR I have satisfactory evidence of same based u _ Fl a driver's license or _ 9ther identification: WITNESS my d offi seal in the State and County aforesaid this 26th day of June, 2018. PLACE BELOW) SANDRAGREER k * Commission # GG 123703 N, o 9jFOF Expires September 8, 2021 F`p Boded Thou Budget Netaq Swfcea GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018074410 BK 9162 Pg 1627; (1pg) E-RECORDED 06/28/2018 09:09:17 AM 10.00 V RECORD COPY City of Sanford Building and Fire Prevention Product Approval Spec' Permit # # A _ 2 e Sa FU Q Project Location Address Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding MI Windows and Doors Sliding Glass Door FL# 15332-R2 MI Windows and Doors Sliding Glass Door FL# 16054-R4 Sectional Amarr Dwg. IRC-6009-120-15,Thru 9' FL# 5302.3 wide. Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll Up Automatic Other 2. Windows June 2414 Single Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL# 19715 Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider Window w/ Nailing Fin FL# 14994 Casement Double Hung Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels. FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-1315 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing June 2014 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 Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof June 2014 Wall Prefab Sheds Other 8. New Exterior Enveloae Products Applicant's Signature Applicant's Name _Tracy Wiggers Please Print) June 2014