The URL can be used to link to this page

Home My WebLink About4620 Tampico Way 18-2929; NEW SFHM T N TV CITY OF Building & Fire Prevention Division J% SAI FOXDT- f PERMIT APPLICATION IApplication No: Documented Construction Value: $ 2- 7- -5 0 S!3 Job Address: K'020 Historic District: YesNo ON R1Parcel ID: 22-20-30-520-0000- ResidentiaI7 Commercial I F] Type ofWork: New7v Additioull Alteration[] RepairDemoF Change of UseNloveF] Description of Work: Single Family Residential Plan Review Contact Person: Phone: 407-865- 8208 Name Tracy Wiggers Fax: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information CND-REAGAN, LLC( TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD Resident of property? City, State Zip: HOUSTON, TX, 77055 Contractor Information Name Casey Dare Phone: 407-865-8208 Street: 213 Majestic Eagle Drive Fax: City, State Zip: PoOnte Verde, Fl, 32081 State License No.: CBC 1254984 Architect/Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Stret.t. 1035 Greenwood Blvd. Suite 173 Street: Fax: City, St, Zip: Lake Mary, Fl, 32746 E-mail: admin@montaconsulting.com Bondin(.,, Company: Address: Mortgage Lender: Address: WARNING TO ONNNER: POUR FAILURE TO RECORD ANOTICE OF COMMENCEMENT NIAYRESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDAND 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 COMMENCENIENT, 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 vA it [it the date of application andthe code in effect as or that date: 0"' Edition (29t7) Florida Building Code Re\]tied '101111ary 1_1018 Pcinol Application NOTICE_ In addition to the requirements of this permit. there may be additional restrictions applicable to this property that 111,1\ be t'OUnd in the public records of this count--,, and there may be additional pert)iits required li-oni other go% eniniental entities such as water nianagenicrit, districts, ,,talc a-encics. or Cederal agencies, zz, Acceptance of permit is verification that I will notify the o N tier ot'the property of the reqUil-C111CInS of lorida Lien Law, FS 713, The City of'Sanford requires payment of'a plan review fee at the time ol'permit submittal. A copy ol'the executed contract is required it) 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 filgured 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 ofT the executed contract exceed the actual COnStRICti011 value, credit will be applied to your permit tees when the permit is issued. OXVNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in conM34iance with all applicable laws regulating construction and zoning. atmcoX 6 1' 0 'St6)ature 01, co*ract(;I xLent Print ()t\ 11cl A"Cill ante Print ckintractorAgcA'Y,`Ian)e ft Su_,natury ( Lota v-staff I- f Date I)IgnaA4' L)(Not al sta ffionda Date TRAtY LEE WIGGERS ... Y LEE WIGGERS ry \*N-otai Public -State of Florida otary Public -State of Florida Commission # GG 16 18 13 Commission # GG 161813 My Comm. Expires Nov 20, 2021 My Comm, Expires Nov 20. 2021 11 Mr 4(VRj le orOwner`: I Y c or I0\,k n toen TyTe7flD_ cont cl, 4%d lhrovgh F"r, Produced IT Produce TD— — — T—y p e JT FL) BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: %4 e> Electrical 7'Lei' Mochanical[Plumbing® Occupancy Use: 115WjWM Wmw Gas[] Roof[] Flood Zone: Total Sq Ft of Bldg: 21 H I - Nlin. Occupancy Load: I k # of Stories: 2- New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No r_1"_ 4 of Heads Fire Alarm Permit: YesEl Nog L15- APPROVALS: ZONING: UTILITIES: %VASTE WATER: Ole - ENGINEERING: FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. v 3, a,44 ( k4 / f 10- BUILDING: 8, Ro 1: d January 1, 20 1,,, llmntt Application Y wSk 40RD Building & Fire Prevention Division c? PERMIT APPLICA TION 11 Application No: c Documented Construction Value: $ Job Address: i,J-Vq Historic District: Yes[]Noz Parcel ID: 22-20-30-520-0000- 0 30 Q Residential Commercial Type of Work: NewF Addition Alteration Repair Demo Change of Use move Description of Work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Title: Project Coordinator Phone: 407-865-8208 Fax: 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, Fl, 32746 Bonding Company: Address: Fax: E-mail: admin@montaconsulting.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NIAY 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 -trith the date of application and the code in effect as of that date: 6ih Edition (2917) Florida Building Code Revised: January I, 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 fiaured 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 comoiance with all applicable laws regulating construction and zoning e* fixture of O r'Agent Dateta Si6atwc 0(yractor/Agent ate I )'f'et Print 0%\ncr:A,,,cn,t\kY5rnc Print Contra "ICO\' amc JJ2`_1A-e, Signature ont -Slat ri t Date SignalbW14 Notary -St f lorida Date Y LEE WIGGERS YLEE \MGGERS otary Public - State of Florida rotary Public - State of Florida Commission# GO 161813 Commission # GO 161813 My Comm. Eores Nov 20, 20211 s My Comm. Expires Nov 20,2021021 Owner/ A eni t SPA.h+"1`9"V"o e or Con Mwed ftouoperKift0l wn toMeorProduced -UT Type of ID_ Produce )yp-e- of FD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical MechanicalE] Plumbin0 g[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbino, - # of Fixtures Z5 Fire Sprinkler Permit: YesF1 Non #of Heads Fire Alarm Permit: YesE] No APPROVALS: ZONING: UTILITIES: WASTE WATER. ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January I. 2013 Permit Application CITY OF SANFORD E E JV10E11--iAll BUILDING & FIRE PREVENTION PERMIT APPLICATION OCT 2 5 2018 Application No: By: Documented Construction Value: S JobAddress: Historic District: Yes D No a Pat -eel ID: Residential Commercial n Type of Work: New 7 AdditionEl Alteration 11 RepairEl Demo 11 Change of Use[] Move 11 Description of Work: V0101) t tO 16' Plan Review Contact Person- Title: Phone: Fax-, Email: Property Owner Information Name N-4, t,/ Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: Street: Fax: City, State Zip: i State License No.: Ile- 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 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Perrait Application N NOTICE: In addition to the reqUireluents of this permil, there may be additional restrictions applicable to this properly 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 perrnit 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 tune 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 ofOwner/Agent Date Sign ure of Con ctor/Agent Date Print Owner/Agent's Name Print Cant r/Agent's Name Signature of Notary -State of Florida Date Signature of Notar -S to CHAD WCOWDERY My coMMtSSION # FF0813918 EXPIRES April 25, 2020 n07j;4Q8At53 Flo(idaNatafy$41144 000" Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me orProducedID __ __ Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingFl Electrical [] MechanicaIE] PlumbingE] GasRoof F Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - tf of Amps Fire Sprinkler Permit: Yes n NoEl # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes FI No [] WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application uvvo P, A.— Irr APPLICATIONPERVI OCT i:t 5 301A)ING DIVISION Applicat i No: w. Do"Julented Construction Value: X lob Address: . .. ... ..... Historic District: Yes El Noo Parcel 111: Residential El commercial El Type of Work: New 0 Addition Aitcration IlRepair 11 Demo[] Change of UscEl Move 0 Description of Work: Plan Review Contact Person: Title Phone: Fax: Email: Property Owner Information Name Phone: Resident of property? Street: City, State Zip: Contractor Information Phone: Name oov"ki-, Street: Fax; City, State Zip: State License No,: Name: Street: City, St, Zip: Bonding Company Address: Architect/Engincer Information Phone: Fax: F-111ail: -- i'viortgage Lender: Address: NVARNiN(i ro ONVNI-Jt: YOUR FAILLTRETO RECORD A NOTICV, OF RU'NULT INYOUR, PAYING TWICE,' FOR tMPROVEMEN I'S TO YOUR PROPER'lY. A NOTICEOF RECORDED AND POSTFA) ONTI- 1h JOR SITE 1IFFORE -1111" IF YOU INTEND 1'0 OUTAIN 14NANCING,CONSULT WIT'I' l YOUR LFINDFR OR AN ATTORNFI'llITORY. RECORDING YOL'R NO HCE. OF (:OMMFNC1FMI-'.NT lo tilt, iimlamtv (0 a PCI-1101 and that all HNork wAl 1'w [wriol-incd ,tf nwel Owtdatd" eat AI jow% wguhtiittlr wiitrucuilit in lhi, I understand that a separate 1werinit must bt secured for ckorital stark, plurnhing,signs, wells, pook, turuact s, lllwilCrS, IW3Wr\tanks, anti air conditioners, AHATICE: In aWon to dw mquirummu; of AN parnk Scm may be Wkktnal mmoiMotts amlicable to Otis ptopetty that lmty be found in the public rccurotis of this county, and there "lay tot: additional Permits reqtnrod from tither govenumentsol entities such as "wer inanagernent di%tricts, swic iWancies, or Ind nd agcneics, Accapance of purrah is veriRckon that 1 %611 notify the ovnor of the propmy of the roqu denwnts of Florida Lion W, FS 711 The City or Sanford requires parpon of a plan review 11°O at the tithe of perruit subtaittaL A copy of the executed contract is roquircd in carder to calculate it plan rcviet.v charge ;tod t011 lac considered the eskunted consuaction Value of 111eJob' at the tinle The actual construction value YAR he figured bacd on the current WC WMAn Tahla in effect at the tints the rocront is in accorditaux kith local ordinance, Should Wcuhtwd OmMes Apred off dw unnumd contract excectil the actualconstive(ion value, credit will be applied to your pcimit fevs when 111v pc snit is issued, OWNER' S AFFIDAVIT: i ccrtir), that all or the foregoing information is accurate and that ttit work- will be done in compliance with all applicable laws regulating construction and zoning. I — — — print 0-13' ArNM nit: Sigma uw wymar)-sm ur Flotdobi We Cowncr/ Agent Pcrsonally Knmvii to i41c or Produced ID Type of lid j! P ton t (auii trat w IN,, wit' i Kitt it., Sipaturc 4 Hart& lXac AnuavalAgou 6 PenanAy Known to NIc or rokJuccdlD_---_, Type orlCo- IBELOW IS' F'Nr-"F'R OFFICE USE ONLY Permits Required: Building[] ElQoricidE] Mechanit;al [] PlutnbingEjGas[] Rlool'F Construction Type: Cocupancy We: Flood Zone: Total Sq Ft of Bldg: — Min. Occupancy Load: WAR= New Construction: Electric - # of Amps Plumbing - 4 of Fixture, 120 Fire Sprinivier Permit: YesO No 0 11 of Heads Fire Alarm Permit: Yes [:] No APPROVALS: ZONING: UTIL- ITIES: WASTE NVATER: E'NGUNEERING: -__ FIRE: BUIIDIN*G:— COMMENTS: 1tCvi"wt1: J% tnc 10, 1011 cc, 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 . . . . . 18-00002929 Date 10/25/18 Application pin number . . . 187074 Property Address . . . . . . 4620 TAMPICO WAY Parcel Number . . . . . . . . 22.20.30.520-0000-0300 Application type description NEW SINGLE FAMILY HOME DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 225059 Application desc NOC ON FILE Owner Contractor DAVID WEEKLY HOMES DAVID WEEKLEY HOMES 225 S WESTMONTE DR STE 3300 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 NEW SFR 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 2141.00 Permit . I I . I . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1084458 Permit pin number 1084458 Sub Contractor . SPEGAL PLUMBING LLC Permit Fee . . . . 108.00 Issue Date . . . . 10/25/18 Valuation . . . . 6500 Expiration Date . . 4/23/19 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 prepower letter on file Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 900.00 02-CURB CUT/DRIVE - SIF 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. 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 . . . . . 18-00002929 Date 10/25/18 Property Address . . . . . . 4620 TAMPICO WAY Parcel Number . . . . . . . . 22.20.30,520-0000-0300 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . Property Zoning . . . . . . GENERAL COMMERCIAL Permit . I . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1084458 Permit pin number 1084458 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 CITY OF SANFORD BUILDING & FIREPREVENTION PERMIT APPLICATION Application No: 17 C Documented Construction Value. J 7— Job Address. Historic District: Yes 0 Nog Parcel ID: Reside tiam Commercial Type of Work: NewA Addition 0 Alteration n repair DDemo E] Change of UseEl MoveEl Plan Review Contact Person: 1%MLion- M R-79M Phone: Lin -461c-'goou Fax: 4MAWW". 1 oerty Owner Information T" p'k NamePhone: Street: Residentof property? City, State Zip: nCo or Information Name t AV t I-Phonp; Stret: CO Fax: qO-7- 2, City, State Zip:nl d State License No.: WK ArchitectfEngineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FRC 105-3 Shall be inscribed with the date of application and the code in effect as of that date: 541 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 U --? TICE: 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. OWNERS AFMAVIT: I certify that all of the foregoing information is accurate tat work will be done in compliance with all applicable -laws regulating, construction and -w4lfg. Signature ofOwner/Agent Date Print Owner/Agent's Name Signature,ofislotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID _ Type of 11) ol'Contractor/Agent P- t Conttactor/Ahent's Name QAAi Ago — signature of NoLry:St—ate ol Florida Date CHERYL 0 AKERS AgaMY COMMISSION # FF998962 W EXPIRES June 05, 2020 Contractor/Agent is 'ersohalfy Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElectricalFl Mechanical Plumbing® Gaso RoofE] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes F1 NoEJ # of Heads APPROVALS: ZONING: ENGINEERING: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No WASTE WATER: F0.1111 1116MIM Revised: June 30,2015 Permit Application David WeekleyHomes 225S.VVestmonteDrive, Suite 33U0 Altamonte Springs, FL3Z714 DEL - AIR State Cert CAC0324 HEATING - AM CONUME i Revised Date: 3/2/2018 Phone: ( 407)865'8210 Job Name: Reagan Pointe _34' Cottages & 40,Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R- 38-Vented Under Attic R- 19-Vented Knee Wall R' 7.0 - Block Walls R' 19-Frame Wood, Exterior R- 13-Frame Wood, Adjacent Windows - Vinyl Low E Double Pane U-Value = 0.34 SHG[ = O,]O Water Heater - Electric 4Ogallon, efficiency 0.94 FANS/FAN TOTAL CONTRACT PLAN NAME TONNAGE SEER HSPF LIGHTS PRICE FANS/FAN TOTAL CONTRACT PLAN NAME TONNAGE SEER HSPF LIGHTS PRICE Equipment to beCARRIER HEAT PUMP (CH14NE/FB) Price includes bath duct with standard bath fans, dryer vent box, dryer venting through roof, 7"range vent, programmable thermostat (TH6320U1000DAG), (1) Honeywell 2-Zone Damper System, 1) Honeywell Y8150 fresh air, and a 2nd year warranty. Customer Initials 11Vm STATE CERT. ucwc^ cmmw o/cuo/aooWAY o""wm.rL 3on wm>as3-CouL ua"/"wm RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINEsIsAN-DIPROFESSIONAL REGULATION CONSTRU THE BUILDIN PROVISIt IOWI-1111-p] UNDER THE TUTES I EXPIRATION, DATEt"AUGUST 31,2018 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, t5 fm Seminole County, Winter Springs Date: 05-28-18 Project Name: Griffin Park Building Permit#: Pro , Ject Address: k Electrical Permit #: In consideration for authorizing the appropriate utility company to encrulze the facility, we agree with and understand the following: 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 terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also. in the event anv third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorneys fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100 % complete unless specifically approved by the electrical inspector. 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. S. If provided, the fire sprinkler system I-nUst be operational, per the local AT-IJ requirements, With Water on the system prior to pre -power. 6. This pre-povver approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre-poNver. Casey Dare Pri'nJ Name cifiOiNv rter/Tertant igiiaturof Owner,Tenant Signature of N ry Public FN, 1I1L0YEE NAME JURISDICTION, NOTIFIED Casey Dare P rj, n N I—) Of General Contr. mm ignature of'f3'eneral Contr. James J. Al-anier Print Name Of Elect-Contr. SIgnatur6' 6fElectrical Contr. CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25, 2020 Not. 717ruM.117S`=57("T!! 7ainp Q Progress Energ% J Florida Po-.ver e4e Light on David Weekley 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 e,ards, r' Joh Burchfield8 Ge erzl Counsel Atlanta * Au,,rin * Charteston , Charlorie , Chic ) t Dalla,,iRl'orth , Denver Greater Hilton Head Hotwon , Indianapolis Jacksonville I Minnearolisi"St. Paul 4 Nashville Orlando Panama City * Phoenix Raleidi I Salt Lake City ° San Antonio arasora f Tampa , W'thlngton Name Address City: City of Sanford Planning and Development Services Engineering - Floodplain Management Flood Zone Determination Request Form Tracy Fhm David Weekley Homes Altamonte Springs 407'865-8I55 Fax: Email: twiggers@dwhomes.com State FL Zip Code: 32714 Property Address: 462UTampico Way Property Owner: CND - Reagan, LLC (Texas LLQ Parcel Identification Number Phone 713-316-3365 Fax: Email- 22- 20-30-520-0000-0300 The reason for the flood plain determination is: EKI F--1 New Structure | | Existing Structure (Pre-2007 FIRM Adoption) F--| Expansion/ Addition | | Existing Structure (Post 2OU7F|Rk Adoption) Pre 2OO7FIRM adoption = finished floor elevation 12"above 8FE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) Flood Zone X Base Flood Elevation N/A The referenced Flood Insurance Rate Map indicates the following: The Parcel binthe F|oodp|ain Aportionofthe Parcel iointhe 1 F|oodp| m| n E__| The Parcel isnot inthe L_| F|oodp|ain The Structure is in the 1 | F|oodp|ain The Structure isnot inthe F— F|oodp|ain Datum N/ A Map Date September 28, 2007 Floodway Floodway F|oodway F| oodway Floodway If the subject property is determined to be flood zone the best available information used to determine the base flood elevation is: 8P#18-29O9 Reviewed by: WWwelCa,4 641ff- Michael Cash, [Fk8 Date: July 9,2U18 cemncate\ mvoZonmoete"n/ommnmw"e« p"nn.dou SA-N,'FORD Application for Paved Driveway, Walkway Including Right -of -Way 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 Sidewalk or Use & 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 I or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdictions right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kmw. ~s below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call betm yw dig 1. Project Location/Address: 2. Proposed Activity: JAI Driveway E]Walkway 0 Other: 3, Schedule of Work- Start Date Completion Date El Emergency Repairs 4. Brief Description of Work: SFR This application Ksubmitted-bV, Property Owner',' Signature: / Print Name: Casey DareLl / "2 " Address: 21'3--Majesagle Homes Phone: ( 407) 865-8208 Fax: Ernaili cdare@dwhomes-COM Date: Maintenance Responsibilities/indemnification The Requester, 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 properly, 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, I have,,foad and understand the above statement and by signing this application I agree to its terms. Signature: i J/ 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. Pre - pour Inspection by: Date Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee Date: Date: Date. Date November 2415 ROW Use Driveway pill 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 PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final AINIL f GERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 LIMITED PONVER OF ATTORNEY Altamonte Springs, Casselberry, Lake NlarN, Lon-NNood, Oviedo. Sanford. Sernincle CCuntN, Winter SP-Hngs Date. I hetb\ name and appom,,. all a,_Iellt of: C be III\ :Cm ful auonnc-, -In-fact to Uc,, -o;, TnQ to Opp' for, receip,, !or. sizn for an,21 do a„ il 1Cccssar\ to tills aPPo:"-t!-nCT11 for (check onh, (Inc option) ts a, i .-, : "k e v is con,'raclor, 14 apTlxat ons suh-, i I- d b- t j The ,pccIf";c permit and aprpli,:atlon Cor « ork located at; E\pira,ion Dale For This Un-,Ited Power OfAtTorne\,- Llc:cnse 1-1older \anne: State LICeT!Se Number: Si maturl-, of License H r r- 173 In A I - I C \,,,' I L COl_NTY OF C, 6/ The 11,,re lcir,2 \vas ,,cl,no\,\ before me ti-il,; z '-t dad 2o-(S. b\ SE ho Is p,(rsonal I\ k1 ,,\ rl,.to n-,;. or \ Oo has producc-d as idcnti!-Icution and Miu did did not tllke:an oall V\, Ix-v Seal Prini or Tvpe Narne P,, J-,hC - sta!, ot, k Conimission Exptrcs RACHEL B1,ACKWELL State ? o, :F;,.=a GG 166876 2, 202, Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018088062 Book:9182 Page:1901; (1 PAGES) RCD: 8/2/2018 12:08:38 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: Rodney Jones Address: 250 Owl Haven Cove Geneva, FL 32732 NOTICE OF COMMENCEMENT Permit Number., Parcel 10 Number: 2-19-30-512- 1 Q 010 6 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 904 French Ave Sanford FL 32771 7- GENERAL DESCRIPTION OF IMPROVEMENT: Renovating Car wash for new office buildin 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Adept Consulting 1922 Wingfield Dr. Longwood, FL 32779 Interest in property: Owner FoeSimpleTitle Holder (if 'other -than -owner fisted above) Name: --N/A - - Address: 4. CONTRACTOR: Name: R.W. Jones Construction Phone Number: 407-349-9615 Address. 250 Owl Haven Cove Geneva FL 32732 S, SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Address: Amount of Bond: 6. LENDER: Name: N/A Phone Number Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: R.W. Jones Construction Phone Number. 407-349-9615 Address: 250 Owl Haven Cove, Geneva, FL 32732 8. In addition, Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WAffifflIQ TOO N : ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatunjof owner or Lessee, or Owner's or lessee's Print Name and Provide Signatory's Tide/Office) AuVcanaed Officer/Director/Partner/Manager) State of t County of r c , - The foregoing Instrument was acknowledged before me this _ I day of L22 411 120 by Name of person making statement who has produced identification Vtype of identification produced: Who Is personalty known to me Ci OR Deneha Ruth Llnk NOTARY PUBLIC STATE OF FLORIDAR Commt/ FF937222 Navy SignatureExpires 8/24/2019 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 27, 2018 BUILDING APPLICATION #: 18-10000564 BUILDING PERMIT NUMBER: 18-10000564 UNIT ADDRESS: TAMPICO WAY 4620 22-20-30-520-0000-0300 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4620 TAMPICO WAY / REAGAN POINTE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family Housingg 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A QQ LAW ENFORCE N/A aa DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, 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. 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 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 BUILDING APPLICATION #: 18-10000657 BUILDING PERMIT NUMBER: 18-10000657 DATE: August 02, 2018,t UNIT ADDRESS: FRENCH AVE 904 25-19-30-512-1109-0010 ) t_ k TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: ADEPT CONSULTING INC ADDRESS: 1922 WINGFIELD DR LONGWOOD FL 32779 LAND USE: OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 904 FRENCH AVE 1120SF OFFICE PREVIOUS 2 BAY SELF SERVE CAR WASH FEE BENEFIT RATE TYPE DIST SCHED UNIT RATE CALC UNITS UNIT TOTAL DUE TYPE ROADS-ARTERIALS N/A ROADS -COLLECTORS N/A 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE .00 00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE RESCUE, LIBRARY AND/OR EDUCACIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHECERTIFICATEOFOCQCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEWMUSTOPIESEETTHEOFRULESEGOVERNINGSOFTHEAPPEALSMAYNTYLANDBEPICKEDUP, OR EENr CODE. REQUESTED, FROM THEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT1101EAST FIRST STREET SANFORD, FL 32771 PAYMENT CHECK OR MONEY RENE THE COUNTYOBUILDINGYPERMITNUMBERATOTHERTOPLEFTOOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60CALENDARDAYSFROMTHEDATEABOVE Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018113359 Sook:9223 Page:401; (1 PAGES) RCD: 10/4/2018 9:41:36 AM REC FEE $10,00 Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd, 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telerthorie: 407-421 111A NOC18497 RECORDING D4FORMATION ABOVE THIS LMF NOTICE OF COMMENCEMENT I Permit Number: Tax Folio Number: 22-20-30-520-0000-0300 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 30, 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. Pr2perty Address: 4620 Tampico Way, Sanford, Florida 32773 2General Description of Improvement: Construction of single-family residence and a2plicable associated improvements, 3. Ownor/Uessee. (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company I I I I N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4Contractor' s, (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmorite, Drive, Suite'!1000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A Lc) Ariumat of ont1 VA 6Under, (a) Name and, Addrasts:, to hPhone Number N/A 7. Persons within the State of Floridadesignated by Owner upon whom notices or other documents may be served as provided by Section 713, 13k,1& 447, Florida Statutes : (a) Nameand Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designatos the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713,13(l)(b), Floridkt Statute-v (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 I year from the date of recording unless a different date is specified: WARNINU IV OWNER: ANY:I' NOTICE OF COMMENCEMENT 1, SECTION 713. 13, FLORIDA IMPROVEMENTS TO YOUR PR POSTED ON THE JOB SITE BEE CONSULT YOUR LENDER OR i NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92,525, Florida 8 and that the facts stated are true to the best of my STATE OF FLORIDA COUNTY OF ORANGE NER AFTER THE EXPIRATION OF THE PAYMENTS UNDER CHAPTER 713, PART ULT IN YOUR PAYING TWICE FOR IIENCEMENT MUST BE RECORDED AND IF YOU INTEND TO OBTAIN FINANCING, WNCING WORK OR RECORDING YOUR that I have read the foregoing laware thajited liability By. John KingtrianKeati , as Apt nzc4 Agent 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 we as Authorized Agent of Weekley Homes, LLC a De re limited liability company and executed or acknowledged his/herltheir previous execution of this i FIB ER CERTIFYt,tt Jo n Kingman Keating, is/are the same per either executing or us"I"ner", in acknowledging ex mi, c going instrument I personally know him/her/them OR I have`satisfactory evidence x n ,c Or of samebasedu a Fkladriver's license 0 ratification: WITNESS i W4 e, sin IT S my and IsealintheStateandCannormidthis26thdayofSeptember, 2018. FLACK NGTARVNAME&$CAL IWBWATELY ftA W) SANDRAGREER Commission GG 123703 Expifes September 9. 2021 I pF 10 BWO TEN 5etl O N--1 U- REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill l Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Under ound Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot30 Reagan Poi nte7499B N 77 Builder Name: DAVID WEEKLEY HOMES ',Era Street: 4620 TAMPICO WAY Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: 1518 2 9 2 9Owner: VA Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2369.7 sqft.) Insulation Area 2, Single family or multiple family Single-family a, Frame - Wood, Exterior R=13.0 1306,50 ft' b. Concrete Block - Int Insul, Exterior R=7,0 792.56 ft' 3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=13.0 270.67 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1151.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38,0 1111.00 ft' 6. Conditioned floor area above grade (ft') 1698 b, Knee Wall (Vented) R=19.0 40.00 ft2 Conditioned floor area below grade (ft') 0 c. N/A R= ft2 11. Ducts R W 7, Windows(232.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 339,6 a. U-Factor: Dbl, U=0.34 232,17 ft2 SHGC: SHGC=0,30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14,00 c. U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a, Electric Heat Pump 28,6 HSPF:8,20 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0,300 14. Hot water systems a. Electric Cap i 40 gallons 8. Floor Types (1698.0 sqft,) Insulation Area EF: 0,940 a. Slab -On -Grade Edge Insulation R=0.0 637,00 ft2 b. Conservation features b. Floor Over Other Space R=0,0 552,00 ft' None c. other (see details) R= 509,00 ft2 15, Credits Pstat Glass/Floor Area: 0.137 Total Proposed Modified Loads: 60.12 PASSTotalBaselineLoads: 60.22 1 hereby certify that the plans and specifications covered by Review of the plans and VVIAE S this calculation are in compliance with the Florida Energy specifications covered by this 0 Code. calculation indicates compliance with the Florida Energy Code. a PREPARED BY: — ------------- - — ----------- . ...... Before construction is completed DATE: 5130118- this building will be inspected for compliance with Section 553.908 I hereby certify that this building, Is' designed, A7in compliance Florida Statutes. with the Florida Energy Code 00 WE OWNER/AGENT:, DATE: _t 2— BUILDING OFFICIAL: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1 , Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.11,11 and this project requires an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 5/30/2018 1:24 PM EnergyGauge@ USA - FlaRes2017 Section R405.4,1 Compliant Software Page 1 of 5 FORM R40S-20 17 PROJECT Title: Lot30ReaganPointe7499BN Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1698 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: DAVID WEEKLEY HOMES Rotate Angle: 0 Street: 4620 TAMPICO 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 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 Blockl 1698 15473.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 637 59241 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1061 9549 No 1 3 1 Yes Yes Yes FLOORS Vff Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 404 ft' 19 0.3 0 0.7 2 Floor Over Other Space 2nd Floor ---- ---- 552 ft2 0 0.4 0 0.6 3 Raised Floor 2nd Floor ---- ---- 105 ft2 19 0 0 1 4 Slab -On -Grade Edge Insulatio 1 st Floor 85 ft 0 637 ft2 0.41 0 0.59 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1899 ft2 0 ft2 Medium 0,85 N 0,85 No 0 26,6 ATTIC Area RBS IRCCTypeVentilationVentRatio (1 in) 1 Full attic Vented 300 1698 ft2 N N 5/30/2018 1:24 PM EnergyGauge@ USA - FlaRes2017 Section R405,41 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type I Under Attic (Vented) 2nd Floor 38 Blown 1111 W 0.11 Wood 2 Knee Wall (Vented) 2nd Floor 19 Batt 40 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV-,#, Ornt To WallType ..... .. ........ Space e-,RrValue Ft In Ft to Area R7Vatue Fraction. Absor. Grade%, 1 NW Exterior Frame - Wood 2nd Floor 13 49 0 9 0 441.0 ft2 0 0,25 0,6 0 2 NW Exterior Concrete Block - Int Insul 1st Floor 7 33 6 9 4 3127 ft2 0 0 0.6 0 3 NE Exterior Frame - Wood 2nd Floor 13 23 7 9 0 2123 ft' 0 0,25 0.6 0 4 NE Exterior Concrete Block - Int Insul 1st Floor 7 23 6 9 4 2193 ft2 0 0 0,6 0 5 SE Exterior Frame - Wood 2nd Floor 13 49 0 9 0 441.0 112 0 0.25 0.6 0 6 SE Exterior Concrete Block - Int Insul 1st Floor 7 27 11 9 4 260.6 112 0 0 0,6 0 7 SW Exterior Frame - Wood 2nd Floor 13 23 7 9 0 212.3 112 0 0,25 0.6 0 8 Garage Frame - Wood 1st Floor 13 29 0 9 4 270.7 ft2 0 025 0,01 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In I SW Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1st Floor None 25 2 8 8 213 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang VOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NW 1 Vinyl Low-E Double Yes 0.34 0,3 N 12.0 ft' 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 2 NW 2 Vinyl Low-E Double Yes 0,34 0,3 N 24.0 ft' 1 ft 4 in 11 ft 0 in Drapes/blinds Exterior 5 3 NE 3 Vinyl Low-E Double Yes 0.34 0.3 N 31,0 111 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 4 NE 3 Vinyl Low-E Double Yes 0,34 0.3 N 31,0 ft2 1 ft 4 in 4 ft 6 in Drapes/blinds Exterior 5 5 NE 4 Vinyl Low-E Double Yes 0.34 0.3 N 6.0 ft' 1 ft 4 in 2 ft 0 in Drapes/blinds None 6 NE 4 Vinyl Low-E Double Yes 0,34 0.3 N 13,5 ft2 1 ft 4 in 1 ft 6 in Drapes/blinds Exterior 5 7 SE 5 Vinyl Low-E Double Yes 0,34 0.3 N 3,0 W 1 ft 4 in 1 ft0in Drapes/blinds Exterior 5 8 SE 6 Vinyl Low-E Double Yes 0.34 03 N 36.0 ft2 1 ft 4 in 11 ft0in Drapes/blinds Exterior 5 9 SE 6 Vinyl Low-E Double Yes 0.34 03 N 24.0 ft2 1 ft 4 in 11 ft0in Drapes/blinds Exterior 5 10 SW 7 Vinyl Low-E Double Yes 0,34 0.3 N 51.7 W 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 404 ft' 404 ft2 47 ft 9.3 ft 1 5/ 30/2018 1:24 PM EnergyGaugeO USA - FlaRes2017 Section R405A.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00029 1289.4 70.79 133.13 .2602 5 HEATING SYSTEM V System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump/ Split HSPF18.2 28.6 kBtu/hr 1 sys#1 COOLING SYSTEM V111# 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 V# 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 V FSEC Collector Storage Cert ft Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 339.6 ft Attic 84,9 W Proposed Qn 2nd Floor --- cfm 101.9 cfm 0.06 0.50 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Coolin Jan FebMarg Apr M. Ju Xj AuyJun OctSeep ovNovec Heating J an FebMar AprXj M ay Jun Jul A OctIjXj xl Xj Xj Nov Dec XVentingJanFebX Mar Apr May Jun Jul Aug Sep Oct XX Nov De 5/30/2018 1:24 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 0 1 - Electric Heat Pump 1 - Central Unit 5/30/2018 1:24 PM EnergyCauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORMR4O5-2O17 0 LEVELUK0 0 N N o (EPL) DISPLAY CARDN N N v0"* 0 °0 0 ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyperformenoeIndex, the more efficient the home. 1 New construction orexisting c. Single family mmultiple family n. Number wunits, nmultiple family 4. Number ufBedrooms o sthis aworst case? e. Conditioned floor area(ft') 7. vwnuown~ Description o. u'Faomc om.u=o. o4 a*oc: s*on=o.am u, u'raomr wm a*oo: c ufoumr wm s* GC: u. u'racmr wn snsC Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9, Wall Types Insulation Area a n m='vvu Exterior n= 13v 1306.50n` Single-family o Concrete swo mtmuv/. Exterior R=ro 792.56w 1 c.Frame ' Wood, Adjacent p= mo 270a7nr o uwm n= ft2 mCemngTypes Insulation Area No a. Under mo (Vented) n~ nno 1111/mn" 1698 o Knee Wall (Vented) n= 190 40o0n" o.N/A n= n" Area 11 oumm n n" zao no" a,Sup: Attic, Ret: Attic, m/:u,mFlov s onoa 12. Cooling systems kBtmhr efficiency a, Floor Types Insulation u.smu- Om~ommoEdge Insulation R~ on u, Floor Over Other Space n=oo c, other (see details) R= ft2 m. Heating systems a. Electric Hew pump mm n 0300 Area 14.Hot water systems a Electricnoronn^ n0000n` o Conservation features noeonn` None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) inthis home before final inspection, Otherwise, anew EPLDisplay Card will becompleted based oninstalled Code |i Builder Signature: Date: / L.^ / « _--/!_- xemm, Efficiency 28.6 nopp:a,00 Cap: 40 gallons Address of New Home: 7_ 7~ Note: This ianot aBuilding Energy Rating, |fyour Index iabelow 7O.your home may qualify for energy efficient mortgage (EEM)incentives i[you obtain aFlorida Eno,QyGaugeRating. Email En*rgyGaugetech support a! 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 1:24 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot30ReaganPointe7499 C. EL -AIR. Date: 5/30/18 REATM - AM C111111118111MM Entire House By: JA DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 For: DAVID WEEKLEY HOMES 4620 TAMPICO WAY, SANFORD, FL 32773 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 21838 Btuh Entering coil DB: 76.8°F Outdoor design WB: 75.2°F Latent gain: 4347 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 26185 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 21903 Btuh 100% of load Latent capacity: 5033 Btuh 116% of load Total capacity: 26936 Btuh 103% of load S H R: 81 % Design Conditions Outdoor design DB: 40.9°F Heat loss: 21390 Btuh Entering coil DB: 68.3°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: 25882 Btuh 121% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 6.1 kW 970% of load Temp. rise: 59 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-May-30 13.22 02 Right-SuiteO Universal 2018 18 0 13 RSU24011 Page 1 OR eagan Potnte74996W Lot 3OR eaganPoi nt e7499BN . rup Calc = MJ8 House faces: NE Component Constructions Job: Lot30ReaganPointe7499 J PDEL-AIR Date: 5/30/18 Um, = COMMMIM Entire House By: JA DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 ect inTormation For: DAVID WEEKLEY HOMES 4620 TAMPICO WAY, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 29ON Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft, ft-F Btuh Btu 11 1 ft, Btutl Btu 11, ft- Brun Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"xC wood frm, 16" o.c. stud 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins. 8" tW 1/2" gypsum board int fnsh 166-19ad: Knee wall, asphalt shingles roof mat. r-1 9 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"0" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.30) ; 50% drapes, medium; 1.3 ft overhang (5.2 ft window ht, 13 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, 1/8" thk ' NFRC rated (SHGC=0.30): 50% drapes, medium: 1.3 ft overhang (5.2 ft window ht, 4.5 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. 1/8" thk; NFRC rated (SHGC=0.30).50% drapes, medium, 1.3 ft overhang (3 it window ht, 2 ft sep.): 6.67 it head ht 213-2tv: 2 glazing, clr outr, air gas, vnl frm mat, Or low-e innr, 1/4" gap, 1/8" thk ' NFRC rated (SHGC=0.30)150% drapes. medium; 1.3 It overhang (4,5 ft window ht, 1.5 ft sep); 6.67 ft head ht ne 149 0.091 13,0 2,65 394 2.37 352 se 438 0,091 13.0 2.65 1160 237 1038 sw 160 0,091 13,0 2.65 422 2.37 378 nw 429 0.091 13.0 2.65 1136 2.37 1017 all 1175 0.091 13.0 2.65 3112 2.37 2786 ne 175 0167 10 4.86 851 331 580 se 200 0,167 3.0 4.86 974 3.31 664 nw 288 0167 3.0 4.86 1397 3.31 953 all 663 0.167 10 4.86 3222 3.31 2198 ne 11 0,049 19.0 1.43 16 2.67 29 se 9 0,049 19.0 1.43 13 2.67 24 sw 11 0.049 19,0 1,43 16 2.67 29 nw 9 0.049 19.0 1.43 13 2.67 24 all 40 0.049 19.0 1.43 57 2.67 107 248 0.091 13.0 2,65 658 1 A7 365 ne 16 0340 0 9.89 154 22.5 350 ne 16 0,340 0 9.89 159 22.5 360 sw 52 0,340 0 9,89 514 21.2 1102 all 84 0.340 0 9,89 827 21,7 1812 ne 31 0,340 0 9.89 309 22.5 701 ne 6 0,340 0 9.89 59 22.5 135 ne 14 0,340 0 9.89 134 22,5 303 wrightscM- 2018-May-30 13 22 02 Right-SuiteO Universal 2018 18 0,13 RSU24011 Page I 0 Reagan Pointe74996 N 'Lot 30R eagan Pointe74998N rup Calc = MJ8 House faces NE 26-2fv: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, se 3 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (1 ft window ht, 13 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, se 36 0.340 1/8" thk, NFRC rated (SHGC=0.30). 50% drapes, medium, 1.3 ft se 24 0.340 overhang (6 ft window ht, 11 ft sep.); 6.67 ft head ht all 60 0.340 2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 12 0.340 1/8" 1W NFRC rated (SHGC=0.30): 50% drapes, medium: 1.3 ft overhang (2 ft window ht, 1.3 It 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 24 0.340 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 1.3 ft overhang (4 It window ht, 11 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type ne 24 0.600 11 DO: Door, wd sc type n 21 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 coil ins, 1/2" 1117 0.026 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, amb ovr 105 U50 20P-19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, gar ovr 446 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 85 0.989 Pk - " wrig"ht , s , o,ft , - Right-SuiteO Universal 2018 1&0 13 RSU24011 k;5K - 111- -1.- - , , " "" OR eagan Pointe74996WILot 30 Reagan Point e7499BN rup Calc = MJ8 House faces NE 0 9,89 30 12.9 39 0 9,89 356 212 834 0 9.89 237 23.2 556 0 9.89 594 212 1391 0 9.89 119 22.5 269 0 9.89 237 22,5 539 6.3 17.5 419 18.6 447 0 11.3 242 12.1 258 3&0 0,76 845 1.42 1584 19.0 1.45 153 013 76 19.0 1,45 648 033 324 0 28,8 2446 0 0 2018-May-30 13:22:02 Page 2 Project Summary Job: Lot30ReaganPointe7499 DEL -AIR Date: 5/30/18 KATW,- = C91401170MIG Entire House By: A DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD. FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY HOMES 4620 TAMPICO WAY, SANFORD, FIL 32773 Notes: 01.03.17 BENTLEY LS by CA on 05.30.2017 Weather: Orlando Sanford, FL, US Winter Design Conditions Outside clb 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 18187 Btuh Ducts 1702 Btuh Central vent (47 cfm) 1501 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 21390 Btuh Infiltration Summer Design Conditions Outside clb 93 OF Inside clb 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 17964 Btuh Ducts 2945 Btuh Central vent (47 cfm) 929 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21838 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2543 Btuh Ducts 569 Btuh Central vent(47 cfm) 1235 Btuh Heating Cooling Outside air Area (ft2 1698 1698 Equipment latent load 4347 Btuh Volume 43) 15312 15312 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 26185 Btuh Equiv. AVF (cfm) 128 66 Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 Cond CH14NB0300000A0 AHRI ref 9162305 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 470F Latent cooling 7150 Btuh Temperature rise 27 OF Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 040 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0,83 Capacity balance point = 34 OF Backup: Input = 6 kW, Output = 20646 Btuh, 100 AFU E Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. IJ4- wrright raft Right-SuiteO Universal 2018 18 0 13 RSU24011 2018-May-30 13:22:02 Page 1 OR eagan Pointe74996N l Lot 30R eagan Point e74998N rup Calc = MJ8 House faces NE DEL -AIR Right-JO Worksheet NameAM 0moff"Mm Entire House DEL AIR HEATING & AIR PONDITIONING531COUISCOWAY, SANFORD, FL 327 Phone: 407-831-2665 Job: Lot30ReaganPointe7499BN Date: 5/30/18 By: JA 1 Room name Entire House Powder 2 Exposed wall 230.0 ft 16.5 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 6,0 x 6.5 If 5 Room area 1682.5 ft2 39.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (w) Load number Btuhift2--F) 6tuh/ft') or perimeter (ft) Btuh) or perimeter (ft) 3tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A-20v 2A-2ov 0,091 0340 0,340 ne ne ne 2.65 9,89 9.89 2.37 22.45 22 45 212 16 16 149 0 0 394 154 159 352 350 360 0 0 0 0 0 0 0 0 0 0 0 0 11 Vh13A-3ocs 2A-2ov 0340 0.167 ne ne 9.89 4.86 22,45 3.31 31 219 0 175 309 851 701 580 0 56 0 50 0 242 0 165 2B-2fv 26-2fv 11,10 0.340 0.340 0.600 ne, ne ne 9.89 9.89 17.46 22.45 22.45 18.63 6 14 24 0 0 24 59 134 419 135 303 447 6 0 0 0 0 0 59 0 0 135 0 0D W 16B - I 9ad 12C-Osw 0.049 0.091 ne se 11.43 2,65 2.67 2,37 11 441 11 438 16 1160 29 1038 0 0 0 0 0 0 0 0 2B-2fv 13A-3ocs 2A-2ov 0340 0.167 0340 se se se 9,89 4,86 9.89 12.87 3,31 23,18 3 260 36 2 200 0 30 974 356 39 664 8.34 0 60 0 0 60 0 0 294 0 0 200 0 W 2A-2ov 166 -19ad 0.340 0.049 se se 9.89 1.43 23.18 2.67 24 9 0 9 237 13 556 24 0 0 0 0 0 0 0 0 t---G 12C-()Sw 2A-2ov 166 -19ad 0.091 0340 0,049 sw sw sw 2.65 9.89 1,43 2.37 21.20 2,67 212 52 11 160 8 11 422 514 16 378 1102 29 0 0 0 0 0 0 0 0 0 0 0 0W t--G 12C-Osw 28-2fv 13A-3ocs 0.091 0.340 0.167 nw nw nw 2.65 9.89 4.86 2.37 22.45 331 441 12 312 429 0 288 1136 119 1397 1017 269 953 0 0 37 0 0 37 0 0 181 0 0 123t-G 2B-2fv 16B - 19ad 0.340 0k49 nw nw 9,89 1.43 22.45 2.67 24 9 0 9 237 13 539 24 0 0 0 0 0 0 0 0W 12C-Osw 0.091 2.65 1.47 270 248 658 365 0 0 0 0 11 DO1DO 1613-38ad 0.390 OM6 n 11.35 0.76 12,11 1.42 21 1117 21 1117 242 W 258 1584 0 0 0 0 0 0 0 0C F 20P-19t 0.050 1.45 0.73 105 105 153 76 0 0 0 0 IF 2OP-19t 0.050 1.45 0.73 446 446 648 324 0 0 0 0 F 22A-tU 0.989 28,78 0,00 566 85 2446 0 39 17 475 0 6 c) AED excursion 0 20 Envelope loss/gain 14110 13333 1251 603 12 a) Infiltration 4076 1311 293 94 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 1 18187 17%41 1544 697 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18187 17964 1544 697 15 Duct loads 91% 16% 1702 2945 01% M. 0 0 Total room load 19889 20909 1544 697 74 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right -Suited Universal 2018 18,0.13 RSU24011 2018-May-30 1122M Page IAC?* OR eagan Pointe7499131,11 Lot 30 Reagan Point e74998N rup Cale -, Mia House faces NE DELAIR Right-JO Worksheet main 1 4M COMMON Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Job: Lot30ReaganPointe7499BN Date: 5/30/18 By: A I Room name Great/Kitchen Mstr Bdrm 2 Exposed wall 68.5 It 32.5 If 3 Room height 9.3 It heat,'cool 9,0 It heat/cool 4 Room dimensions 1,0 x 527,0 It 1.0 x 257.0 ft 5 Room area 527.0 ft2 257.0 ft2 Ty Construction Ll-value Or HTIVI Area (ft-') Load Area (ft2) Load number BtUtVft2-'F) 61uh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 Vh12C-Osw 0,091 no 2.65 237 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22,45 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 W 3 13A -3ocs 2tv 0.167 0.340 no ne 4.86 9,89 3,31 22.45 163 0 125 0 609 0 415 0 0 0 0 0 0 0 0 02B 26 -2(v 0.340 ne 9.89 22.45 14 0 134 303 0 0 0 0J11,10 0.600 ne 17,46 18.63 24 24 419 447 0 0 0 0 W 1613-119ad 0.049 no 1.43 2,67 0 0 0 0 11 11 16 29 t 12C-Osw OIM se 2,65 2,37 0 0 0 0 131 131 346 309 3 26 -2tv 0,340 se 9,89 12.87 0 0 0 0 0 0 0 0 13A-3ocs 0,167 so 4.86 3.31 200 140 680 464 0 0 0 0 2A-2ov 0,340 se 9,89 23.18 36 0 356 834 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 24 0 237 556 0 0 0 0 W 166 -19ad O,049 se 1,43 2,67 0 0 0 0 9 9 13 24 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 144 92 244 218 t--G 2A-2ov 0,340 sw 9.89 21.20 0 0 0 0 52 8 514 1102 W 16B-19ad 0,049 sw 1.43 2.67 0 0 0 0 11 11 16 29 12C-0sw 0,091 nw 2.65 2.37 0 0 0 0 18 18 48 43 2B-2fv 0.340 rrw 9.89 22.45 0 0 0 0 0 0 0 0 13A-3ocs 0,167 nw 4.86 3,31 274 250 1217 830 0 0 0 0 G 2B-2fv 0.340 nw 9.89 22.45 24 0 237 539 0 0 0 0 W 168 -19ad 0.049 nw 1.43 2.67 0 0 0 0 9 9 13 24 F 12C-0s w 0.091 2.65 1.47 270 248 658 365 0 0 0 0I-D 1 IDO 0.390 n 11-35 12.11 21 21 242 258 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 0 0 0 0 257 257 194 365 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 32 32 47 23 F 2OP-19t 0.050 1,45 0.73 0 0 0 0 225 225 327 164 IF 22A-tol 0,989 28.78 0.00 527 69 1971 0 0 0 0 0 6 c) AED excursion 4201 371 Envelope loss/gain 6760 45921 1777 2702 12 a) Infiltration 1216 391 635 204 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 7976 6874 2411 3736 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7976 6874 2411 3736 15 Duct loads 1 -09/61 09/61 0 0 200% 1 2 8% 474 1058 Total room load 1 1 79761 6874 Air required (cfm) 382, 313L Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. jd- 2018-May-30 13:22:02 Right-Sui(eO Universal 2018 18 0 13 RSU24011 Page 2 OReaganPointe7499BN'Lo(3OReaganPoiiite7499BN rup Calc = MJ8 House faces NE QEL AIR Right-JO Worksheet OMOOMMM Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407-831-2665 Job: Lot30191eaganPointe7499BN Date: 5/30/18 By: JA 1 Room name Utility Mstr WC 2 Exposed wall 14.0 It 3.5 It 3 Room height 9.0 It heat'cool 9.0 if heat/cool 4 Room dimensions 7.5 x 6.5 It 6.0 x 3.5 It 5 Room area 48.8 IF 21.0 IV Ty Construction number U-value Btuh/ft °F) Or HTM Btutvft') Area (w) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P,S Heat Cool 6 2A-2ov 2A-2ov 0. 3400.34Q 0.340 ne ne ne 2.85 9.89 9,89 2. 4522.45 22,45 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0G2A- 2ov 11 L13A- 3ocs 2A-2ov 0.340 0,167 ne ne 9.89 4,86 22.45 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26-2fv 2B-2tv 11J0 0.340 0.340 0,600 ne ne ne 9,89 9,89 17.46 22,45 22.45 18.63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D W I 168.19ad 12C•Osw 0.049 0.091 ne se 1.43 2.65 2,67 2.37 Q 0 0 0 0 0 0 0 0 32 0 32 0 83 0 75 G 26-2fv 13A•30cs 2A-2ov 0.340 0.167 0.340 se se se 9,89 4,86 9.89 12.87 3.31 23.18 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A-2ov 16B-19ad 0,340 0,049 se se 9,89 1.43 23,18 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ 12C-Osw Q.Q91 sw 2.65 2,37 68 68 179 160 0 0 0 0 C W 2A-2ov 168-19ad 0,340 0.049 sw sw 9.89 1.43 21.20 2.67 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 Vet 12C-Osw 2B-2fv 13A-3ocs 0.091 0.340 0,167 nw nw nw 2,65 9.89 4.86 2,37 22.45 3.31 59 0 0 59 0 0 155 0 0 139 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rl IW L--U W 2B-2fv 16B-19ad 0,340 0,049 nw nw 9,89 1.43 22.45 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FL 12C-Osw 0.091 2,65 1.47 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 11_35 12.11 0 0 0 0 0 0 0 0 C 168.38ad 0,026 0.76 1.42 49 49 37 69 21 21 16 30 F 20P-19t 0.050 1.45 0.73 26 26 38 19 0 0 0 0 F 2OP-19t 0,050 1.45 0.73 23 23 33 17 21 21 31 15 F 22A-tol 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 62 8 Envelope loss/gain 441 341 130 112 12 a) Infiltration 241 77 60 19 b) Roam ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 682 1018 190 131 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 Q 0 0 14 Subtotal 682 1018 190 131 15 Duct loads 200f 28% 134 289 20°/ 28i 37 37 Total room load 816 1307 1 2271 168 Air required (cfm) 1 1 39 60 11 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-3013:22:02 4 Right-SuiteO Universal 2018 18.0.13 RSU24011 Page 3 OReaganPointe74998WLot 30Reagan Poi nte74996N rup Calc = MJ8 House faces: NE irp ,,,,, DEL, -AIR Right-JO Worksheet C"Wo"M -waft Entire House DEL AIR HEATING & AIR CPNDITIONING 531 GODISCO WAY, SANFORD, FL 32771 one: 407-831-2665 Job: Lot30ReaganPo1nte7499BN Date: 5130/18 By: JA 1 Room name IvIstr WIC Mstr Bthrm 2 Exposed wall 0 It 11.5 If 3 Room height 9,0 It heat/cool 9.0 If heat,,cool 4 Room dimensions 6,5 x 9.5 If 1.0 x 112.8 It 5 Room area 61.8 ft2 112.8 W Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft') Load number Btu[Vftl-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat C-001 Gross NiP/S Heat Coot Gross N/P/S Heat Cool 6 h12C- Osw 0,091 ne 2.65 2.37 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne 9,89 22,45 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne 9,89 22.45 0 0 0 0 0 0 0 0 11 13A-3ocs 0,167 ne 4,86 3.31 0 0 0 0 0 0 0 0 T 4 2B-2tv 0,340 ne 9,89 22.45 0 0 0 0 0 0 0 0 2B -2fv 0,340 ne 9,89 22.45 0 0 0 0 0 0 0 0 D 11j0 0,600 ne 17,46 18,63 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 se 2.65 2.37 0 0 0 0 104 101 266 238 2B-2fv 0,340 se 9,89 12.87 0 0 0 0 3 2 30 39 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0340 se 9.89 2118 0 0 0 0 0 0 0 0 W 168-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2,65 2'37 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9,89 2120 0 0 0 0 0 0 0 0 W 166 -19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 t-41- 12C-Osw 0.091 nw, 2,65 2'37 0 0 0 0 0 0 0 0 2B-2tv 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1,43 2.67 0 0 0 0 0 0 0 0 Ft-D 12C-Osw 0.091 2.65 1,47 0 0 0 0 0 0 0 0 I IDO 0.390 n 11.35 12,11 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 0,76 1,42 62 62 47 88 113 113 85 160 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 39 39 57 28 51 51 74 37 F 22A-(N 0,989 28.78 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 71 2 Envelope loss/gain 103 Ioqj 455 472 12 a) Infiltration 0 0 198 64 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 103 109 653 535 Less external load 0 0 1 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 103 109 653 535 15 Duct loads 2011. 281% 20 31 2 0% 1 281161 128 15 Total room load 124 140 781 687 Air required (cfm} 6 6 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-30 13:22:02 Right-Suite6 Universal 2018 18.0.13 RSU24011 Page 4 0 ReaganPointe7499BN V Lot 3OR eagan Pointe74998N rup Calc = MJ8 House faces. NE EgTm Right-JO Worksheet Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831.2665 Job: Lot30ReaganPointe7499BN Date: 5/30/18 By: JA 1 Room name Bthrm 2 Bdrrn 2 2 Exposed wall 5.5 ft 26.5 ft 3 Room height 9,0 ft heat/cool 9,0 ft heaticool 4 5 Room dimensions Room area 8,5 x 5,5 ft 46.8 tV 1.0 x 155.0 ft 155.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number EftutVft_'F) Btutvft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross NiP/S Heat Cool 6 W 12C-Osw 0.091 ne 2.65 2.37 0 0 0 0 113 81 214 192 2A-2ov 0,340 ne 9.89 22.45 0 0 0 0 16 0 154 350G G P-A-2ov O.340 ne 9.89 22.45 0 0 0 0 16 0 159 360 G 2A-2ov 0340 ne 9.89 22,45 0 0 0 0 0 0 0 0 11 VL13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 28 -2fv 0,340 ne 9,89 22.45 0 0 0 0 0 0 0 0 26-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 D 11,10 0.600 ne 17,46 18.63 0 0 0 0 0 0 0 0 W 166-19ad 0,049 ne 1.43 2.67 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 se 2.65 2.37 50 50 131 117 126 126 334 299 26-2fv 0,340 se 9.89 12,87 0 0 0 0 0 0 0 0 13A-3ocs O. 167 se 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0,091 S w 2.65 Z37 0 0 0 0 0 0 0 0 t--G 2A-2ov 0,340 w 9.89 21,20 0 0 0 0 0 0 0 0 W 16B - 1 9ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0,091 nw 2,65 2'37 0 0 0 0 0 0 0 0 2B -2f, 0,340 nw 989 22.45 0 0 0 0 0 0 0 0 13A-3ocs 0,167 nw 4.86 3.31 0 0 0 0 0 0 0 Q 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 16B-19ad O.049 nw 1,43 2.67 0 0 0 0 0 0 0 0 I-D 12C-Osw 0,091 2.65 1.47 0 0 0 0 0 0 0 0 1 1DO 0,390 n 11.35 12,11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 47 47 35 66 155 155 117 220 F 20P-19t 0.050 1,45 O. 73 0 0 0 0 25 25 36 18 F 20P-19t 0.050 1,45 073 0 0 0 0 0 0 0 0 F 22A-tp! 0,989 28,78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 121 9 Envelope loss/gain 166 1711 1014 1430 12 a) Infiltration 94 30 455 146 b) Room ventilation 0 01 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 261 202 1470 1576 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 261 2021 1470 1576 15 Duct loads 20% 28% 51 57 201/. 1 28% 289 447 Total room load 312 259 j 1758 2023 Air required (cfm) 15, 121 84 92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rw 2018-May-30 13:22 02 Right-SuiteD Universal 2018 18,0,13 RSU24011A0 Page 5 OReaganPointe74996N\Lot30ReaganPointe74998N rup Cale = MJ8 House faces: NE MOW@ Worksheet Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 ,one. 407-831-2665 Job: Lot30ReaganPointe7499BN Date: 5/30/18 By: A 1 Room name Edrrn 3 Hall/Stairs; 2 Exposed wall 25,0 If 26.5 It 3 Room height 9,0 it heat/cool 9.0 It heat/cool 4 Room dimensions 11,0 x 14.0 If 1.0 x 2%5 If 5 Room area 154,0 ft2 259.5 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number BtutVftl-'F) Btutvftl) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 h 12C-0sw 0.091 ne 2,65 2.37 99 68 180 161 0 0 0 0 2A-2ov 0,340 ne 9.8922.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9,89 22,45 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne 9,89 22.45 31 0 309 701 0 0 0 0 1 1 13A-3ocs 0,167 ne 4.86 3.31 0 0 0 0 0 0 0 0 2B-2fv 0,340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2B -2fv 0,340 ne 9.89 22-45 0 0 0 0 0 0 0 0 0 11j0 0,600 ne 17.46 18.63 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0,091 se 2.65 2,37 0 0 0 0 0 0 0 0 26-2tv 0,340 se 9,89 12.87 0 0 0 0 0 0 0 0 13A-3ocs 0,167 se 4,86 3,31 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23,18 0 0 0 0 0 0 0 0 2A -2ov 0,340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 16B - I gad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 t-11 12C-Qsw 0.091 sw 2.65 2.37 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9.89 21.20 0 0 0 0 0 0 0 0 W 166 -19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0,091 nw 2.65 2.37 126 126 334 299 239 227 600 537t-G 2B-2tv 0,340 nw 9.89 22.45 0 0 0 0 12 0 119 269 13A-3ocs 0,167 nw 4.86 3,31 0 0 0 0 0 0 0 0T--G 2B-2(v 0.340 nw 9,89 22.45 0 0 0 0 0 0 0 0 W 16B - I 9ad 0,049 nw 1.43 2.67 0 0 0 0 0 0 0 0 12C-0 wS 0.091 2,65 1,47 0 0 0 0 0 0 0 0I-D 1 1DO 0,390 n 11,35 12,11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1,42 154 154 117 218 260 260 196 368 F 2OP-19t 0.050 1.45 0.73 22 22 32 16 0 0 0 0 F 2OP-19t 0.050 11.45 0.73 0 0 0 0 87 87 126 63 F 22A-tol 0.989 28.78 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 921 77 Envelope loss/gain 970 1487 1041 1315 12 a) Infiltration 429 138 455 146 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) 1400 16251 1496 1461 Less external load 0 01 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1400 1625 1496 1461 15 Duct loads 200,16 281% 275 460 2M 28% 294 414 Total room load 1675 2085 t 790 1 175 Air required (cfm) so 95 86 85 Calculations Mproved by ACCA to meet all r2quirements of Manual J 8th Ed. 14 2018-May-30 13 22iO2 4"-- 0- Right-SuiteO Universal 2018 18 0 13 RSU24011 Page 6ACr-41, OReagatiPointe7499BN;Lot3OReagatiPointe74996N rup Calc = MJ6 House faces NE Job: LoOOReaganPointe7499 T, DEL -AIR Duct System Summary Date: 5/30/18 Entire House By: JA DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project Information For: DAVID WEEKLEY HOMES 4620 TAMPICO WAY, SANFORD, FL32773 External static pressure Pressure losses 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 O. 170 / 0.170 in H2O 0.265 in/100ft 953 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.265 in/100ft 953 cfm 128 ft i ISupplyBranchDetailTable Name Design Btuh) Htg cfm) CIg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk 8drm 2 c 2023 84 92 0.339 6.0 Ox 0 VIFx 15.3 85.0 st2 Bdrm 3 c 2085 80 95 0.332 6.0 Ox 0 VIFx 17.4 85.0 st2 Bthrm 2 h 312 15 12 0.357 4.0 Ox 0 VIFx 10.3 85.O st2 GreauKitchen h 3988 191 157 0.281 8.0 Ox 0 VIFx 25.9 95.0 SO G(eat/Kitchen-A h 3988 191 157 0,274 8.0 Ox 0 VIFx 29.O 95.0 SO Haii;stairs h 1790 86 85 0,346 0 Ox 0 VIFx 13.4 85.0 st2 Mstr Bdrrn c 4794 138 219 0283 0 Ox 0 VIFx 19.9 100.0 st3 Mstr 6thrm h 781 37 31 0.275 5.0 Ox 0 VIFx 23.8 1KO st3 Mstr WC h 227 11 8 0.281 4.0 Ox 0 VIFx 21.0 100.0 st3 Mstr WIC c 140 6 6 0.278 4.O Ox 0 VIFx 22.5 100.0 st3 Powder h 1544 74 32 0.278 5.0 Ox 0 VIFx 27.3 95.0 SO Utility C 1307 1 39 1 60 1 0.265 1 6.0 1 Ox 0 VIFx 28.1 100.0 1 st3 Supply Trunk Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR f pm) in) in) Material Trunk st3 Peak AVF 232 323 0,265 593 10.0 0 x 0 VinIFIx st2 SO Peak AVF 456 345 O.274 581 12.0 0 x 0 VinIFIx st2 Peak AVF 497 608 0,265 569 14.0 0 x 0 VinIFIx Wright soft- 2018-May-30 13 22:03 Right-SuiteO Universal 2018 18,0 13 RSU24011 Page 1MKXOReaganPointe74998WLot30ReaganPointe74996NrupCalc = MJ8 House faces NE Name Grille Size (in) Htg cf m) Cig cfm) TEL f t) Design F R Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 953 953 0 0 0 0 Ox 0 VlFx wrightsoft- 2018-May-30 13 22 03 PagRight-Suite0 Universal 2018 18 0 13 RSU24011 e 2 ACAC K OR eaganPoin t e74998N, Lo[30R eagan Point e7499BN rup Calc = M,18 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: Lot30ReaganPointe7499BN Builder Name: DAVID WEEKLEY HOMES Street: 4620 TAMPICO 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed, Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity 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 he provided between the garage and conditioned spa c as. 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 gmtAnd h6-b*nd piping ano Viring 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 gtween fire sr)ri[lkler cover rili3tg5 a0d waII5 or pJlin a, In addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 5/30/2018 1:24 PM 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: 0 This checklist 0 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). 0 Energy Performance Level (EPL) Display Card (one page) 0 H VA C system sizing and selection based on A CCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 11 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/30/2018 1:24:37 PM EnergyGauge@ - USRCSB v6.0 Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot30ReaganPointe7499BN Builder Name: DAVID WEEKLEY HOMES Street: 4620 TAMPICO WAY Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691500 Duct Test Time: Post Construction Required Duct Leakage from (Qn,Out) FORMR405-2017 I certify the tested duct leakage to outside, Qn, is less than or equal to the pr ed duct I leakage Qn specified on F,0= R 05-2,017. SIGNATURE: PRINTED NAME: — - ---- " Q DATE: 5/30/2018 Duct tightness shall be verified by testing to 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. BUILDING OFFICIAL: DATE: 0 - TIAE S A 5/30/2018 1:25 PM EneFgyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant S 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: LoI30ReaganPointe7499BN Builder Name: DAVID WEEKLEY HOMES Street: 4620 TAMPICO WAY Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Numberi Design Location: FL, Sanford Jurisdiction: 691500 Cond. Floor Area:: 1698 sq.ft, Cond.Volume: 15473 cuft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017: Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm 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 R402.1.2. SIGNATURE: PRINTED NAME, DATE: Co // 2 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: ViAE ST0V4 5/30/2018 125 PM 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 F7777 4620 TAMPICO 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 Instal lati onThe 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 R402A. 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 90T R402*3 Fenestration air leakageWindows, 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/l.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 1:24 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402*4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402,1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402,4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 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. 1 05(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 handier. 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 Pal 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. 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 (1 YC) 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. R403.5.11 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 1:24 PM EnergyGaugeO 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 60'C). 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 R403,61, 1 The design air change per hour minimums for residential buildings in ASHRAE 62,2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 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 CFMIWATT) AIRFLOW RATE MAXIMUN CFM) Range hoods Any 2,8 cfm/watt Any In -line fan Any 2.8 cfm1watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2,8 cfm/watt An For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 5/30/2018 1:24 PM EnergyGauge®R 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. I. R403.7.1.2,3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403,7.1. R403.7,1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2, A variable capacity system sized for optimum performance during base load periods is utilized, R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10oC), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4VC), 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. R403.103 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 1:24 PM EnergyGauge<O 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 GOP 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 (MandatoryQe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/30/2018 1:24 PM EnergyGauge®R USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 3' bath c to roof w/fan Nutone 6 44' drM r u.ct have a rilninuri cieorance of 4 inches around the air handier per HZ221K QARDI4TZ OARDI2TZ QCPRDID DAIS C7735A 100 40va trans @IH632DUI0DODAG TH6320UIDODDAG HONEYWELL Y8I50 FRESH AIR VENTILATION SYSTEM 6' SNAPLDCX. FLEXABLE METAL PIPE\ OR FLEX / \ r xo I HI r-y8,1! z! R`ESH rE Yam/ LDAMPER OUTSIDE AIR DETAIL TO SOFFIT OR WALL CAP NOTE TO SUILDERMUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Ironsftr A-ts/prXls sized in conpm— tth Floritlo Rrski—U.l BWdVV CadA-M1602.4 rodancea return aV• EXCEPTIONS I-3 an 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 2 CAR GARAGE i 2.1 TON W/8KW C240V PR ----- piaif— by 6kM - 18x10 P4 "- scsb 4/8'-Vo- $ --- 22x12 rad 3' ba h duct to watt cap w/fan Nutone 696RNB F 1 I KITCHEN r v 0 v v Lj NZJ O v LD OL I d (U Z3 CT q) t o`+ d O d VT O v — M a O o r 2 m w > z o z o ul 3: q t- m r a O z a Q mO_J(/)®0 SF) ww IrAIIII 9LC, I QT;, Spegalplumbing.com LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 VTR LEGAL DESCRIPTION: LOT 30, REAGAN 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: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THiS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9128/2007. CERTIFiEDTO: DAVID WEEKLEY HOMES 0 St. Johns River Water Management District SIB = Set Backs, Elevations as shown hereon are referenced to the North as shown hereon are from the lot specific American Vertical Datum of 1988 (NAVD 88), as established site plan as provided by the client from National Geodetic Benchmark "F 711", published elevation of 127.95 feet. This elevation note per plat) d. F# 1'xX`6 3 .s ttt Hx Irt 31 _ A - 4620 TAMPICO WAY, SANFORD, FLORIDA 32773 PT Located Oo tot 33 { \A f FT t l F Z eAG1 O- k OIs to construct single family r\ hod' with setbacks and impervious area x, shown on plan. 131,91 a Q6 J d•(410yyo O. pit 4G \9` b s n 4620 TAMPICO WAY, SANFORD, FL 32773 Area Calculations This is NOT a Boundary Survey L1 S 34°31'30" E 18.1 Z(P) L2 S 58'06'35" W 29.11'(P) L3 N 34°31'30" W 36.76'(P) L4 S 34`31'30" E 99.35'(P) C31 R=30.00'(P) L=48.50'(P) A=92' 38'04"(P) Chord Bearing= S 11'47'33" W 43.39'(P) C32 R=10.00'(P) L=15.25'(P) A=87°21'58"(P) Chord Bearing= N 78°12'27" W 13.81'(P) Total Lot Area= 3.120 sq it (100%) N Impervious Area in Square Feet: Total House Foot Print = 1,044 sq it (34 % ) Total Porch and Deck/Lanai = 14 sq it (0.5 %) Total Driveways = 188 sq it (06%) Total Walkways = 80 sq it (03 %) Total A/C Pads = 22 sq If (0.7%) W E S Elevations are based on civil grading plans. Q11 Graphic Scale IV Lot is Type "A" Grading Plan 1 = Proposed Elevation 1, A , UE - Utility Easement Scale: 1"=30' Field Date: 5/24y2018 Date Completed: 05i24i18 Nn,Es S Y a t {} tr L g IQ p[ nS ftt dFtYCI t A tr jl , t . D t l - NOT hioeo R h d to, b i_ Overlapsa ,VorHtat S bj ..ti yE t- d' Nc t t lR a. R gb _ t 11.,, A ed h1dR d +pun I he Lhh,Denoted will, a8" Drawn By: G.S. File Number:IS-47696 PP Legend- C Calculated PC - Point of C "atum R Id g T . NOT I bit, I t onst t None, ly Lner. Cenaelina P -P ag F O h r NOT der d_ f3 Concrete tm k PI •Palm of lntersardRxn R [Q dta 1. U Aeryrzxi dUtiiex and/ r ten ha eNOT been toe aced llNt EStiCMCOncutraMonumentPQ.B. - Polar of beginning tl net Colic, U cone. Ulainage P.U.L.^Point an Lthe PP -Power Palo d. 5 ntic Tanks f/tr Drain(iel<I locations ar. pr xx,rttate antl MUST be verified by UE Drainage Easenxlnt PRM -Permanent Rufenance appropriate utility Location Campanie. L""T Easement Monument Useo(This Survey(Orfurposesother than Intended, Without Written Verircatign Will be F.L.M.A.-Fdderal Lmergency PT -Point of Tangency atth u '.I l Ro kand Witt lL t htyt the S —yor N tt- gn reonshailbe Management Agency H -Radius t nstruedto gve ANY Rights or Benefits to Ao,yore Other than those Ceniied. FFL Finished Flour Lievatfon Had. Radial Fad. Found H&C Raba, &Cap totrarsa INrtecsT- IP Iron Pipe He, Recovered I RC POSLD DRIVEWAY C fER WEST EASEMENT. PROPOSED WALK L Length (Aral Rfd. Roofed CIVEREASI EASEMENT M Mi asurw et - Set Y" Haber & N&U Nail & Uisk Reb:v Cap "LB 7623" NA Non -Radial lyp. - 1ypicai ORB official Recrxds Book I'll,- tllllity L asemant P Plat Wrj - Water Meter P.6. Plat Book Uelta (Central Angle) 0- Wood Fatx:a 0- - Chain Link k a," hereby UdffythttI'll, D 'd' ybtrv'y "th. Tbx U ',t - P berry i, are and Co r.ti 11,itu fi,sl ttmy Kv-4-tg—lod Relief— oh(<.ntly Survey,sl ad. my URection on the Uate shown 8a 1 an Inlortnation furnished to Me s Noted and Center— to the Standards at Practice tar Land Suruayii x the State of Florida M aecoma — wnl Chapter 5J-17-052 Florida dministrahve Codes. P a—ht IQ,spol— 472,Q27 Mi da Statutes. Patrick K. Irelan ,a, PSi `6637 LB 7623ThisSurveyisintend611iY(prd66'use of Said Certified Parties. This Survey NOT VALID UNLt* aid Embossed with Surveyors Seal. Ireland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www,1relandsurveying.corn Office-407.678.3366 Fax-407.320.8165 R Residential Load Demand General Method 1694 square feet X 3VA = 5082 VA Small appliance load 3000 VA Laundry 1500 VA total 9582 VA First 3000VA @ 100% ........... 3000 VA Remaining @ 35% ................2304 VA total 5304 VA Dryer 5000 VA Disposal 650 VA S A i Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA 2 9 2 9Heat8000VA Micro. 1200 VA total 34,574 VA - 240V= 144 amps= 150 amp service Model 7499 Contractor David Weekley Homes SubdivisionReaaan's Point CountySeminole CitySanford James Lanier EC 0002989 Office # 407-933-7771 TD City of Sanford Building and Fire Prevention Product Approval Specific; 0-on Form Permit # Project Location Addres""11,11, 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.floridabuildino,orc. 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 I (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 I Snap Frame" Glazing - Inswing/Outswing (X - I Configuration) Sliding- MI Windows and Doors I Sliding Glass Door j FL# 15332-R2 MI Windows and Doors Sliding Glass Door FL# 16054-R4 Sectional Amarr Dwg. IRC-6009-120-15,Thru 9' FIL# 5302.3 wide. Arnarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll Up Automatic Other 2. Windows June 20 14 Single Hung i Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider FL# 14994 Window w/ Nailing Fin Casement V Double Hunk Fixed Silver Line by Anderson Extruded PVC Picture Window FL# 14918.2 w/Nailing Fin Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awnin Pass Through r_ m Projected m Mullions Wind Breaker Dual action Other Category / Subcategory Manufacturer Product Florida Approval # Description including decimal) 3. Panel Walls Siding lames Hardie Building HardiePlank, Cemplank fiber- i FL# 13192.2 R3 Products, Inc. cement lap siding Soffits lames Hardie Building HardieSoffit Panels, Cemsoffit i FL# 13265.1 R-2 Products, Inc. Panels; fiber -cement soffit panels Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other i Aluminum Coils, Inca Aluminum Soffits FL 12194 R-2 14. Roofing Products i I Asphalt Shingles j GAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-R1S laminated, 5-tab and hip/ridge asphalt shingles Underlayments i Interwrap, Inc. Rhino Roof j FL# 15216-R2 Roofin Fasteners Nonstructural I Metal Roofing Wood Shakes and Shingles i Roofinq tiles Roofing i Insulation Wateroroofina June 2014 1 Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coatingatting Liquid Applied Roofing _S tems Roof Tile adhesive Spray Applied Polyurethane Roofing_ E.P.S. Roof Panels Roof Vents Other Category / Subcategory 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Sic vlicihts Ski hits_ Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber EaJ Fin__ Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Millennium Metals, Inc. 1 MMI-2B Off Ridge Vent Manufacturer MiTek Boise Cascade CAST-CRETE USA, Inc Product MT20 Laminated Veneer Lumber 4, 6, 8, and 12 inch wide lintels FL# 16568-R1 Florida Approval # include decimal) FL# 2197-R5 FL# 1644-R4 FL# 158-R7 June 014 Wail Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name —Tracy Wiggers Please Print) Juke 2014 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction- Permit #: tj Builder:b&At tje_e 114-4 Community: V.,c' e Lot: Address: Y(O 02a 7_4_,!)^Cd City: State: Zip: ti L Hai: s. ,`tYt,,,ilk'St kp5{``%1}'t§ F* g>Y. 1. .. Method for calculating building volume: CFM(50) Building Volume ACH(50) Retrieved from architectural plansrFl- I PASS 0 Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w,g. (50 Pascals), Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode officiat, Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open, wag, T Md. 4111 N Company Name: Phone: Ion I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements ac rdin totmethod selected above. Signature of Tester: Date of Test: Printed Name of Tester: q irLicense/Certification #: Y Issuing Authority: EnergyGauge(@ USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FOUNDATION SURVEY LEGAL DESCRIPTION: i3OT 30, REAGAN POINTE, ACICORDING TO THE PI -AT THEREOF, AS RECORDED IN PuJ BOOK 81, PAGE% 45 IHROUGH 52, OF THE. UBLIC RECORDS OF SE MIN(_XE COUNTY FLORIDA, a FLOOD INFORMATION: BY PERFORMING ASEARCH WITH THE LOCAL GOVERNING MUNI CIPALI TY OR WWWFEMA.GOV. THE PROPERTY APPEARS TO BE LOCATED IN ZONE X, THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007, CERTIFIED TO: DAVID WEEKLEY HOMES 4620 TAMPICO WA`( SANFORD, FLORIDA 32773 El-'ons as shown hereon are referenced to the North Aro.hca. vertical Datum or 1988 (NAVO Or as eatearnasol n). N.U.rol Gecidolk, 8..oh.rak'F 711, published 1-00h of 127 95 (set This 01.1atse, not. Par Not) Site Benchmark Information- 1_1 Fnd Nali & Drek (W 2108) in Centerline. Eleyat,on i a 4b #2 Fnd Nsit It Dssk (LB 2 Ca) s) Contersne L" non 45 91 10 # 2 Add Foundation Survey. 111011118TCD v-" ON I vd, T OP 0 N, Field Date: ",W9,xD!9 Date Completed: Drawn By: TD. 1 Flle NumberlS 47b96 F0 Legersti- Az 4. w pr Point of co,'oARR, Aa41'" 1- to 1--n-' contodl. CoCa nisatWar* aP9, p Concrete M no of ".s.'e- Underground -1a1 I.T E..j...cm Rd c—, aC norow DesP 0 L' U. vp M ann.rwn,'Fant R,_, d, asm'. Esso F,LWA Parterre Ernqpnoy M- 0—ni Ao" PI P.1r, of I.no—Y R R,se. ha Us .-rqR-n.'Ao w H— tjaaouon R Ranks Eno. IliI—, p" R& C Rabor & Cap Re, R-md L mL.1911 (WI) 1Rsf Roofed SolA' Rotor Da-&Qell by: NAD NAN a NA Raoksor c'p'L6 Ar4r, Iyp Y*A Mta4 uRa, Oft .1 Rwone esuk voutys C—iewsent ppS' Har 1.1 6, WIA ahh A =(c.' 3 C- 81 CED()3F(,AE64E6 0- Wood E_ 0- L" L1 S34- 31- 30"E 18,12'(P&M) ii S 58* 06'35" W 29,11'(P&M) L3 N 34* 31'30" W 36,76(P&M) L4 S 34' 31'30" E 99,35'(P&C) C31 R= 30, 0U(P) L=48 50'(P) A=92' 38'04"(P) Chord Bearing= S I 1'47'3X'W 43,39'(P&M) 2R Rz 10 00'(P) L=15, 26(P) 6-87' 21'58"(P) Chord Bearing= N 78' 12'27 W 13.81'(P&M) 01 is, 30, 60, Scale I"= 30* 9,. Code11 irdand k Assoclaks Sunix, ',nq In 1301 S. International Parkway Sufte 2001 Lake Mary, Florida 32746 www Irelandsurveying, corn Office-407. 678.3366 Fax-407.320.8165 9,-,) - d-c?44,-- FIELD REPORT PROJECT NAME: CLIENT: CONTRACTOR: WEATHER: r TFIE RAAD - TANNOUS ENGINEERING GROUT', INC'. 910 NJ Gnlripnrod Road. * Suite B10 * Orlando, Florida 32307 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001ALPINEalpinetw.com I '- Site Information: Customer Accu-Span Truss Company Job Number: 20951 JobDescription: 7499 - B /7499 - 6 -DA.VID WEEKLY . ...... Address: Lot 30 Reagan Pointe City, State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural FOR if one exists for the building: Name: License #: State: Address: City, —state, ZIP,- Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.011115.21 JRef #.- 1WbY4080012 Wind Standard ASCE7_10 Wind Speed (mph): 139 RoofLoad(pst)., 20.00-7.00-0.00- Floor Load (psO: 40.OG-MOO-0.00- 5.00 5.00 This package contains a job notes page, 39 truss drawings and 9 details. Item Seal # Truss Item Seal # Truss 1 170.181340.02159 A01 2 170.18.1340.02565 A02 3 17018,1405.27393 A03 4 170.18.1405.31937 A04 5 170.18.1340.02331 A05 6 170.18.1340.02284 A06 7 17018.1340.02314 A07 i 8 170.18.1340.02502 A08 9 170.18.1340.02550 A09 10 170.181340M361 B01 11 17018,1340.02392 B02 12 170.1& 1406.11847 B03 13 170.18.1340.02472 EJ2 14 170.18.1340.02657 EJ7 15 170A8.1406.21680 EJ7A 16 170.18.1340.02176 CJ1 17 170A8.1340.02206 CJ3 18 170.18.1406.36297 C,13A 19 170.18.1340.02175 CJ5 20 170.18.1406.39167 CJ5A 21 170.18,1340.02533 HJ2 22 170.18.1340.02548 HJ7 23 170A8.1406,43047 FG1 24 170A8.1406.55073 FG2 25 170.18.1407.27037 FG3 26 170.18.1340.02393 F01 27 170.181340.02207 F03 28 170A8.1340,02642 F04 29 170A8.1407.37030 F04A 30 17018.1340.02253 F08 31 17018.1340M595 F08A 32 170.18.1340.02471 F08B 33 170.18.1407.43570 F09 34 170.18.1340.02440 F09A 35 170.18A407.45330 F10 36 170.18.1407.51963 Is 5tATE 4 This document has been electronicai IV signed and sealed using a Digital Signature. Printed copies without an original signature must be 06/20i2018 verified Using the original elect,-C ,e,vom Florida Certificate of Product Approval #FL1 999 Printed 6/20/2018 lft 10 PM Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Customer: Accu-Span Truss Company Job Number: 20951 JobDescription: 7499 - 8 /7499 - B -DAVID WEEKLY Address: Lot 30 Reagan Pointe -rcity, State, Zip: -SANFORD, FL 32773 Item Seal # Truss 37 117018.1408.19153 F12 39 1170.18.1340M315 F14 Item 'I# Truss 38 170.1-8. 54 'F13 TATE 0 C)R\9.. X-0 m; 43 N A This document has bear, electronocally vgned and sealed using a Digital Signature, Printed copies without an original signature must be 06/20/20 18 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 6/20/2018 3:06: 10 PM Job Number. 20951 Ply: 1 SEQN: 540121 / T6 / COMN Cost: RR408 JRef: 1WbY4080012 7499 - 6 17499 - 6 -DAVID WEEKLY Oty: 11 FROM: RF DrwNo: 170,18,1340.02159 Truss Label: A01 KM / BAF 06/19/2018 63"4 12' t 7'8" t 2 24' ss`a.. 58"t2------------- I- - 5'8"12 _..-----------4------ --- 6'3"4 4x4D T 6 %2X4 1 F c.}.20.4.. 3X4(At) =3X4 5X6 3X4(A1) __ +(- T Loading Criteria tpsf) 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: 23.35 ft NCSCLL: 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 Top chord 2x4 SP #2 Dense Sot chord 2x4 SP 92 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. 24' 8' 1 1'4" t 6' 24' . Snow Criteria (Pg,Pf to PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Detlection in too L/defl L/# Loc R 1 U / Rw / Rh / RL / W — Pf: NA Ce: NA VERT(LL): 0.061 1 999 240 B 1043 l 118 l 522 / - 1150 14.0 Lu: NA Cs: NA VERT(TL): 0.156 1 999 180 F 1043 l 118 l 522 l - / - 14.0 Snow Duration: NA HORZ(LL): 0.023 H - Wind reactions based on MWFRS HORZ(TL): 0.042 H B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.282 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.688 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,221 Maximum Top Chard Forces Per Ply (Ibs) FTlRT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01 A.1114,21 B - C 363 -1669 D - E 379 -1509 C - D 379 -1510 E - F 363 -1668 W, 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. Camp. I - D 580 -125 D - H 579 -125 06 20?2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! m IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS r require extreme care in fa br eating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Hank S fety Information, by TPI ants SBCA) for safe practices prior to performing these functions. Installers shall provide temporaryperBin.. Unless noted oytherwise,top chord shall h ve property attached structural sheathingq and bottom hord shall have a property d riggid ceiling Locations shown ror ermanent lateral restraint of webs shall have bracingg ins1a11ed per kiC l sections 63, E17 or 610, cable. Apply plates to each face afptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z far standard plate positions. a division of ITW BuildincqiComponents Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the cgnformance with ANSI TPI 1, or for handling, shipping, installation and bracing of trussesA sal on this dr8wir5g or raver pagtT this dr vring indicates acceptance of pro esstona nginsering re eons hiltt solelyr tthhe des'gn sho n. s suitability to of this drawing for any structure is f is responsibility of the euild ng Desig%r per ANSIITPI 1 5$c.2. o.c...........,...,,......,.,,.,,. rni. ..,,.... t.,.......,.. care ,...,,.. ten,-,.,m..,.. ,.,.. irr ,.,,...., ,r,.r K 3 = TWCOM9-H 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: 20951 Ply: 1 7499-6 17499-6 -DAVID WEEKLY Qty: I Truss Label: A02 SEQN: 540122 t TS / HIPS Cost: RR408 JRef: lWbY4080012 FROM: RF DrwNo 170.18,1340.02565 KM I WHK 06/190018 8=4 1 V 13' 163" 12 24' 7'8"4 3'3"12 2' 3-3-12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 7,00 Speed:139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10,00 Risk Category: It EXP: B Des Ld: 37,00 Mean Height: 23.10 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 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 92 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 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, 4X4 =4X4 D E 24' 2' 3' 24' Snow Criteria (pg,pf,n PsF) ! Deft/CSI Criteria I A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA1' PP Deflection in loc L/clefl L/# LOC R -- / U ------/-Rw—/ Rh / RL / W Pf: NA Ce: NA 1 VERT(LL): 0.042 J 999 240 1 B 988 119 524 /139 /4.0 Lu: NA Cs: NA 1 VERT(TL): 0,142 J 999 180 iG 988 l 119 524 14.0 Snow Duration: NA HORZ(LL): 0,020 1 - Wind reactions based on MWFRS HORZ(TL): 0.037 1 B Min Brg Width Rect = 1.5 iiCodeIMlscCriteriaCreepFactor- 2.0 G Min Brg Width Req = 1,5 Bldg Code: FSC 2017 RES Max TC CSI: 0.564 riiBearings6 & G are a gid surface. TPI Std: 2014 Max SC CSI: 0,986 1 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.208 I Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/O(0) Chords Tens.Comp. Chords Tens, COMP, Plate Type(s): WAVE B-C 378 -1433 E-F 353 -1163 C-D 353 - 1 164 F-G 378 - 1 432 D-E 326 -973 M T E 0/ 0 278 NA Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Cornp. Chords Tens. Comp. B - 1 1212 -227 I-G 1211 -251 i - 1 973 -131 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-i 181 -394 E - 1 408 -106 D - 1 414 -106 1 - F 181 -393 06?20/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I 're extreme care in fa cating, h dh h i installing.and bracing, Refer to Functions, follow the latest edition of SCSI (BuildingtlITPIanS98A)"Msa'fqYy"i?6'c'tices prior to performing these unctions, Installers shall rovide to poraBefetyInformation, b SI. Unless noted o herwi e,top chord shall have properly attached structural sheathingand bottWn 1 C ghord s all hayta pm yjidceiliny, Locations shown loyermanent lateral restraint of webs shall have bracm 7 or 10, p ins alled per C I sections B3, AW _Aqp y 'Iates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to6AZorstandardplatepositions, a division of I Hi i, or tor n acceptance any structure from this dr?winwan failure to build the or theon this dr gi , or Tover pageq.0qsjqn I ov n. he suitability ALPINEQWW11 . 1 1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B /7499 - B -DAVID WEEKLY Truss Label: A03 4'1 1 "8 4'11"8 Ply 1 jSEQN 540123 1 T13 HIPS Cust R408 JRef: 1WbY4080012 Qty: 1 FROM: CH DrwNo: 170.18.1405,27393 KM / DF 06/19/2018 4X6 =4X4 D E 1910"8 24' 4.0"8 .__ 4'11"8 T 20'4" A-- 24' 91 5.10"4 9'1°12 1'4" 14410"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pq.Pf in PSF) DefitGSi Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Fig: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.051 J 999 240 B 988 ( 121 / 525 ! - / 119 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.137 J 999 180 G 988 1 121 / 525 (- / - 14.0 Risk Category: II f Snow Duration: NA HORZ LL : 0.022 1 - Wind reactions based on MW FRS Des Ld: 37.00 EXP: B HORZ(TL): 0.042 1 B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 22.60 it Code f Misc Criteria Bldg Creep Factor: 2.0 G Min Brg Width Req = 1.5 Soffit: 2.00 TCDL 4.2 psf BCDL: 5.0 psf Code: FBC 2017 RES Max TC CSI: 0.362 Bearings B & G are a rigid surface. Load Duration: 1.25 MW FRS Parallel Dist: h/2 to h i TPI Sid: 2014 Max BC CSI: 0.637 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.133 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:0(0)/0(0) Chords Tens.Comp, Chords Tens. Comp. GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 B - C 437 -1544 E - F 365 - 1298 Lumber C - D 387 -1304 F - G 437 - 1543 D - E 383 -1127 Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Maximum Bat Chord Farces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp._ Chords Tens, Comp. Purlins B - J 1333 - 300 (- G 1332 - 325 In lieu of structural panels use purlins to brace all flat J - I 1125 -197 TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. M: gi A 027 06f2012018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS req ire extreme care in fabricating, handlingq shippin instailing .and bracing. _ Refer to and follow the la est edition of SCSI (Building nent fety Information, byY TPI and SBCA) & saffety `Rractices prior to performing these functions. Instal er shall provide tefhporarY Rer B St. . Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom , ord shall have a properly d dppid ceilin Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC I sections B3, B7 or 10. icab- le. App y plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to is 16OA-Z for standard plate positions. a division of ITW Buildin1 ompon nis Group Inc. shall not be responsible for any deviation from this drawingq any failure to build the conformance with ANSUT I 1, or r handling, shipping, instpllation and bracing of trussesA real on this drawif5g or cover page, this trawingg indicates acrep arice of pro7esstonaf 9n me ring respor sibitit solely or the dpsi n shown. The Suitak ty eofthisdrawingforanystructureistheresponsibilityoftheBuildingtJesigrierperANSIrTPI1Sc.2. information sea (tits iob's general notes page and these web sites ALPINB www alpineitw Qom- LPr www tpinYt orc. SBCA www sbcindustw coin, icc — Mecsaf ALPINE c* uwrc 6750 Forum Drive Suite 305 Oriando FL, 32821 Job Number, 20951 Ply: 1 i SEON: 540142 / T11 HIPS Cust. R408 JRO: 1 WbY4080012 7499 - B /7499 - B -DAVID WEEKLY OI : 1 FROM: CH DwNo: 170-18,1405.31937 Truss Label: A04 KM ( DF 06119/2018 Y 7' 1 1 T 24' i 5X8 III2X4 = 5X6 C D E 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 " T1" 12 7'1" 12 Wind Criteria Wind Std: ASCE 7- 10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22,10 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: not in 4.50 it GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP # 2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Duc. Fac.=1. 25 / Plate Dur.Fac.=1.25) TC: From 56 pit at -1.33 to 56 pif at 25.33 BC: From 4 pit at -1.33 to 4 pit at 0.00 BC: From 20 pif at 0.00 to 20 pIf at 7.03 BC: From 10 pit at 7,03 to 10 pIf at 7.77 BC: From 20 pit at 7,77 to 20 plf at 24.00 BC: From 4 pit at 24.00 to 4 pIf at 25.33 TC: 240 lb Conc. Load at 7,03 BC: 454 lb Conc. Load at 7.03 BC: 1226 lb Conc. Load at 777 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift site 91 W 3X6 S 4.25 Purtins 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:W Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code f Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/ 0(0) Plate Type(s): WAVE 4' 10"4 16' 10"4 DefltCS1 Criteria PP Deflection in loc L/defl L/# VERT(LL): 0,134 D 999 240 VERT(TL): 0.360 D 999 180 HORZ(LL): 0,034 H - - HORZ(TL): 0,062 H Creep Factor: 2.0 Max TC CSI: 0. 929 Max BC CSI: 0. 568 Max Web CSI: 0. 648 VIEW Ver. 17.02. 01A.1115.21 T a 027R4xdra T1" l2 1' 4" A Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 2308 /569 /- /- I- / 4.0 F 1582 /391 /- /4. 0 Wind reactions based on MWFRS B Min Brg Width Reg = 2.7 F Min Brg Width Reg = 1,9 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 1091 - 4477 D - E 854 - 3586 C - D 854 - 3586 E - F 688 - 2838 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - J 3932 - 940 1 - H 2475 - 578 J - 1 4004 - 952 H - F 2470 - 581 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. C -1 1700 -280 1 - E 1350 -335 C -1 177 -509 06 2012018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regttire extreme care in fabricating, handling shi pin installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component S fety Information, byY TPI and SBCA} fb safety ractices prior to performing these functions. Installers shall provide terhporarY bracln per B St. Unless noted othervvise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a properly attach d rigqid ceilingq. Locations shown For permanent lateral restraint of webs shall have bracing installed per BC I sections (33, B7 or 610, as applicable. ApALPINE rawi16a ply plates to eachfaceoftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to dngs 0A-Z ror stndard plate positions. Alpine, a division of ITW BuildingqCompon nts Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the avueu v truss to conf rmapce with ANSI/TPI1, or for handlinet, shippin , installation and bracing of trussesA eal on this drfiwirlg or aver pa e , 6750 Forum Drive I isting this Frawing indicates acceptance ofprofessfonqnmeaningresponsibilitysolelyorthedesignShown. 'YU suit lbfiity and use o this drawing or anystructureistheresponsibilityoftheBuildingDesigerperANSI1TPI1Seaz. Suite 305 For more information see this jobs general notes page and th sites: ALPINE _w aipineitw.com. TPI. w tpwst.orq, SBCA. wwwsbctindustrvr coin. ICC. w.vw.iccsafe.org _ Orlando FL, 32821 Job Number: 20951 7499 - B 17499 - 6 -DAVID WEEKLY Truss Label: A05 Ply 1 SEQN: 540124 1 T25 I HIPS Cust: RR408 JRef: 1WbY4080012 Oty I FROM: RF DrwNo: 170.18,1340.02331 I KM I WHK 0611912018 61 "4 . .... 10, 14' 17'10"12 24 61"4 3'10"12 Loading Criteria (pso Wind Criteria TOLL : 20,00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: ODO Enclosure: Closed BCDL; 10,00 Risk Category: 11 EXP: BDesLd. 37,00 Mean Height: 22.85 Ift 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 it Loc, from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 lumber Top chord 2x4 SP #2 Dense But chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purfins 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. 4X4 4X4 D E 24' 4'_ 14* Snow Criteria (Pgpfm PSF) I Defi/CSI Criteria Pg: NA Ct: NA CAT: NA I PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.070 J 999 240 Lu: NA Cs: NA VERT(TL): 0.264 J 999 180 Snow Duration: NA HORZ(LL): 0.028 D - - HORZ(TL): 0.067 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.415 TPI Sid: 2014 Max BC CSI: 0.737 Rep Factors Used: Yes Max Web CSI: 0.179 FTtRT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17,02.01A.1 114,21 kTIE Qc ftO 278 20'4" 10, 24' 1'4" A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL 1W B 988 120 525 /129 /4.0 G 988 120 1525 / - /4.0 Wind reactions based on MWFRS B Min Brq Width Req = 1.5 G Min Brq Width Req = 1,5 Bearings B & G are a rigid surface. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B-C 414 -14% E - F 370 -1226 C-D 370 -1226 F-G 414 -1496 D - E 352 -1043 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp, Chords Tens. Comp, 6 - 1 1283 -272 1 - G 1283 -296 i - 1 1043 -172 06/20!2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rere extreme care in fabricating, handling shipping , installing and bracin . Refer to and follow the latest edition of BCSI (BuildingComponentefetyInformation, bi TPI an SBCA) r safety raclices pHor to perfoLng these unctions. Installers shall provide temporarybracingerBSt. Unless noted o herwise,top chord shall have properly attached structural sheathingandbott(pC ghord shall have a props yattach2fade,Pn Locations shown for permanent lateral restraint f webs shall have bracinginstalled per C I sections B3 B7 or 10Applyasapplicab , A , plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. kefer to drawings 16 A-Z for standard plate positions. Alpine, a division of ITW Buildin ,,AComponrnts Group Inc. shall not be respons le for any deviation from this drawing,a failure to build thetrussincPI1. or or handlin at on this drawing or ?,,r.pcTviformancewithANSI )jshippiriV,installationan bracing oftrussuAg he Ztllltylistingthisprawing, indicates acceptance I ponsilbili so ely r the de n shown. t of go ess on Inityqlne%r,i g relurearesponsliboft 4 SAanduseothisrawing %r any structure is a uIld ng Designer per ANSI/TPI I c.2. ALPINE GNMJIV 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20951 Ply: I SEQN: 540125 1 T18 / HIPS Gust: RR408 JRef 1WbY4080012 7499 - B 17499 - 6 -DAVID WEEKLY j Qty I FROM: CH DrwNo 170 18 1340 02284 Truss Label: A06 KM I WHK 06/19/2018 8' 16 24' 81 8 - I — ------------------------ Loading Criteria (psf] Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7,00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL:-----10,00 Risk Category: 11 EXP: 8 Des Ld: 37.00 Mean Height: 22.35 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2,00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to 1) Spacing: 24.0 C&C Dist a: 3.00 it 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 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, 5X6 6 x 6 C D 20'4" 24' I 7'6"12 "1 2 111 O"4 24' Snow Criteria (Pg.Pfin PSF) Defl/CSI Criteria I A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PIP Deflection in lac L/defl L/# i Loc R / U 1Rw 1Rh IRL /W Pf NA Ce: NA VERT(LL): 0.045 G 999 240 6 988 1122 1524 1- /109 /4,0 Lu: NA Cs: NA VERT(TL): 0.121 G 999 180 E 988 / 122 l 524 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.021 G Wind reactions based on MWFRS HORZ(TL): 0,039 G 6 Min Brq Width Reg = 1,5 Code I Misc Criteria Creep Factor: 2.0 E Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.540 Bearings B & E are a rigid surface, TPI Sid: 2014 Max BC CSI ' 0.687 Rep Factors Used: Yes Max Web CSI: O 132 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/O(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17,02.01A.1 114 21 1 6 - C 408 -1470 D-E 408 -1472 C - D 421 -1251 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp, B - H 1238 -247 G-E 1239 -271 H-G 1246 -271 Z/1 ATE to 0 278 062;20/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatino, handling shippinig, installing and bracin?. Refer to and follow the latest edition of SCSI Buildingte , nSafetyInformation, lti, TPI an tactices prior to performing these functions. Installers shall provide te9poraIBM, Unless noted o herwise,top chord snail nave properl attached structural sheathingand bottom ghord shall havy progeWyrmanentlateralrestraintfwebsshallhavebracinpinsIdceiliny. Locations shown forpermanentailed per SCSI sections P3,. 7 or 10, cr je.. 6pp y plates to each face. a truss and position as shown above and on the Join Details, unless noted otherwise Refer to a division of I It 1 ' or Tor r accetance any structure his drewin%,ag, failure to build the onthisdrwigorcoverpageLqOqsign shown, The suitability ilityALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B /7499 - 8 -DAVID WEEKLY Truss Label: A07 I 1'4" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10DO Des Ld: 37.-06- NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Ply: 1 SEON 540126 / T33 / HIPS Cust: RR408 JRef: 1WbY4080012 Qty I FROM CH DrwNo. 170,18,1340,02314 KM / WHK 06/19/2018 61 12' 18, 24' 6' 4X6 III 2X4 4X6 C D E 6'1"12 WTIT-2 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 21.85 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 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 Purfins 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. 24' 5'10"4 1 2 Snow Criteria (Pg,Pf.n PSF) Pg* NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 510"4 17'10"4 Def11CSI Criteria PIP Deflection in Inc L/defl L/# VERT(LL): 0.080 D 999 240 VERT(TL): 0.215 D 999 180 HORZ(LL): 0.024 H - HORZ(TL): 0.044 H Creep Factor: 2.0 Max TC CSI: 0.365 Max BC CSI: 0.414 Max Web CSI: 0.191 VIEW Ver: 17.02.01A.1114.21 z E C 0 278 "xfz-/ ON A iL. 06/20i2018 t -+ 20'4" 61"12 TW+_ A Maximum Reactions (Ibs) Loc R I U /Rw /Rh IRL /W B 988 /224 /519 1- /89 /4.0 F 988 /224 /519 /- /- 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Red = 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 439 -1559 D - E 540 -1786 C-0 540 -1786 E-F 439 -1559 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 6 - 1 1 333 -290 1- H 1 339 -313 i - 1 1339 -289 H - F 1333 -31 4 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs- Tens, Comp. C - 1 501 -156 1 - E 501 -156 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rpuire extreme care in fabricatin h dl hi installing and bract . Refer to and follow the latest edition of SCSI (Building I nA)"& '.'A noractices prior to perf(Ming these functions. llComponentSefetyInformation, b, TPI nR'SRC ns, Installers shall provide temporary bracin per 3 d bottignSt. Unless noted o herwise.top chord shall have properly attached structural sheathing n C hord shall have properlyattachOwdceilin,?,. Locations shown for ermanent lateral restraint f webs shallhave bracinq insUlled per CSI sections 63, or 10, 3asapplicable. Apply Vies to each face or1russ and position as shown above and on the JoinflDetails, unless noted otherwise, kefertodrawings160A-Z or standard plate positions. Alpine, a division of ITW Buildi omponpnts Group Inc. shall not be responsible for any deviation from this drawing ang failure to build thetrussinconformancewithAMIAR1, or (or handlinj shipping, instfilation and bracmi of trussesA teal on thl; dr w! 9 or Wrsplistingthisrawing, Indicates acceptance of proessiona I ring is bill solely or It tY . MbilityW,.np he design 0anduseoffthisrawingforanystructureistheresponsibilityt6h".n@u1r1Qd19g0'Desig%er per ANSIfTPI Seca. wn. For mare information See this jobs general notes page and these web sites ALPINE w alpineitwcocn,TPI w tpnstorq,SBCA wwwSbandustrycom.iCC wwwiccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B 17499 - 8 -DAVID WEEKLY Truss Label: A08 6'8" 9'4" 14'6"4 4X4C 1'4" 6712 6'9"12 7'8"8 14'6"4 24' Ply: 1 SEON 540127 / T35 / SPEC ( Cost: RR408 JRef: IWbYa080012 Oty: 1 FROM CH i DrwNo: 170.18,1340,02502 KM / WHK 06/19/2018 20' 5'S" 12 5'4" 19'10"4 24' 4' T t .. a r t 20 4" 4'1"12 1'4" Loading Criteria (psfl f Wind Criteria Snow Criteria (Pg.Pf in PSF) 1 DefI1CSI Criteria 1 Maximum Reactions (Ibs) TCLL: 20,00 I Wind Std: ASCE 7-10 Fig: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# (Luc R U f Rw / Rh I RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA ` VERT(LL): 0.138 E 999 240 1 B 988 l 224 1510 1- / 95 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.372 E 999 180 G 988 / 227 / 509 / - / - 4.0 BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0,042 C - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B Mean Height: 22.01 ft HORZ TL 0.078 C B Min Br Width Req = 1g .5 NCBCLL: 10.00 TCDL psf I Code f Misc Criteria Creep Factor: 2.0P G Min Brg Width Req = 1.5 Soffit: 2.00 5. 2 gCDL 5 0 psf Bldg Code: FBC 2017 RES i Max TC CSI: 0.399 Bearings B & G are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to ht2 TPI Std: 2014 i Max BC CSI: 0.735 Rep Factors Used: Yes Max Web CSI: 0A49 Members not listed have faeces less than 375# Spacing: 24.0 C&C Dist a: 3.00 it Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwail: not in 4.50 It GCpi: 0.18 FTlRT:0(0)i0(0) Plate T Chords Tens.Comp. Chords Tens. Comp. ype(s): Wind Duration: 1.60 1 WAVE VIEW Vec 17.02.01A.1114.21 B -C 464 -1529 E - F 752 -2528 Lumber C - D 493 -1517 F - G 479 -1636 D - E 752 - 2528 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 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. WARNING"' READ AND FOLLOW AL IMPORTANT" FURNISH THIS DRAWING TO ALL as Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 1298 - 289 J - 1 1424 - 362 K - J 2422 - 648 I - G 1420 - 363 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 1038 - 276 J - F 1178 - 351 K - D 479 -1390 a E a 0 278 f8d4t f Atlt4tAt 4 06/20/2018 INCLUDING THE INSTALLERS aRefer to and follow the la est edition of SCSI (Building fining these functions. Installers shall provide temporarryv uctural sheathing and bottign hord shall have a properly have bracingg installed per f3C l sections 63. B7 or 810, on the Join Details, unless noted otherwise. kefer to Alpine a division of ITW Build'nq Compon nts Group Inc. shall not be responsible for any deviation from this drawingq an failure to build the russinconformancewithANIfIPI1, or for handiin shippin , installation and bracin of trussesA seat on thi draiair g or cover p e fistingthisdrawinggindicatesacceptanceQfprocat,essfona n toasting re ponsclbilit solely fart a desgn Shawn. The su gabUity anduseofthisdrawingforanystructureistheresponsihilt of the t 3uildingDesigf5er per ANSI RI 1 S c.2. dT For more information see this job's general notes gage and these web sites. ALPINE www.aloineitw.corn, TPI. w trsnstorg; SBCA. www.shondus" com iCC. www.iccsaf ALPINE 2400 Lake Orange Or, Suite 150 Orlando FL, 32837 Job Number: 20951 P": i SEQN: 540139, / T2 SPEC Cust: RR408 JRef: I WbY4080012 7499-8 /7499-8 -DAVID WEEKLY Qty 1 DrwNo: 170,18,1340.02550 Truss Label: A09 KM WHK 0611912018 2 24' 6'8" 4,8.. 5'2"4 5'5" 12 4X4C 12 6 3X4E T3 J 6X8F G 41'3 7i L K H A_ —4- zu a 3X4(Al) H051 0 5X6 d1_X4 3X4(Al) 24' 1'4' 6'10"8 WIT' 574 1769-12 21'10"4 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf,,l PSF) Deft/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE7-10 P9: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R 1U /Rw tRh IRL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0,436 K 652 240 B 984 /249 1- 14,0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.159 K 356 180 G 995 /286 /- 1- 4,0 BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.123 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B HORZ(TL): 0.224 C B Min Br Width Re = 1,5 NCBCLL: 10.00 Mean Height: 22.01 It Code I Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Soffit: Z00 TCDL: 4.2 last Bldg Code: FBC 2017 RES Max TC CSI: 0,833 Bearings B & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0,866 members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.961 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:0(0)10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1,60 WAVE, H,5 VIEW Ver: 17.02,1 1A.l 114.21 B - C 377 -1527 E-F 982 -4029 C-0 368 -1539 F-G 457 -1757 Lumber D-E 1139 -4820 Top chord 2x4 SP #2 Dense 73 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Bracing B - L 1299 -302 J - 1 1556 -396 a) Continuous lateral restraint equally spaced on L-K 4843 - 1160 1 - G 1540 -398 member, K-J 4131 -1022 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur.Fac.=1,25 Plate Dur.Fac.=1.25) Webs Tens,Comp. Webs Tens. Comp. TC: From 56 plf at 1.33 to 56 pif at 13.94 TC: From 28 pit at 13.94 to 28 pif at 22.00 C-L 972 -147 E-J 148 -384 TC: From 56 plf at 22.00 to 56 plf at 25.33 L-D 874 -3594 J - F 2522 -598 BC: From 4 plf at 1.33 to 4 plf at 0,00 K-E 704 -120 BC: From 20 pit at 0,00 to 20 pif at 13.94 tort kBC: From 10 plf at 13.94 to 10pif at 24,00 000®r# ov's 14A ' 25. 33BC: From4pitat24.00 to 4 pit at . ..... TC: 24 lb Conc. Load at 13.94,15.94,17.94,19.94 TC: 40 lb Conc. Load at 21.97 BC: 30 lb Conc. Load at 13.94.15.94,17.94,19,94 BC: 71 lb Conc. Load at 21.97 Plato Shift Table 648 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 91 W3X6 2.25 L 1,25 5(ATE Purlins In lieu of structural panels use puffins to brace all flat TC @ 24"oc. ..ca ........ Wind #0 278 0 N A L tt Wind loads and reactions based on MWFRS. 00,'201/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricatingh dl' h . installing and bracing. Refer to and follow the latest edition of BCSI (Building 398A)"& shipping prior to pe Component Information, V TPI an,top drforming these unctions. Installers shall provide te pora rwi chordshallhaveproebrinerfSellyUnlessnotedohes, properly attachstructural sheathing and bottom Nord shall have rain f webs shall have bracinc , , V attach 6idceilin . Locations shown forge % 9 pro arty cuss lateral re I ns lied per BC I sections B3 as applicable. Aqp y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise, Refer to drawings 16OA- Z or standard plate positions. ALPINE Alpine, a division of ITW BuildinA Components Group Inc. shall not be responsible for any deviation from this drawinl,an g failureto build the truss inconformancewithANSIPI1, or for handling, shipping, installation and bracing of trussesA gat on this dr wi 9 or 11, 1 2400 Lake Orange Dr listing this drawing Indicates acceptance of ) less ona , I ri e solely rt We Matility, Suite 150 Ipons biliStWIsign.1hown and use o? this thawing for any structure is K.Oresponsibiiiv'.nith.ngulldngDesignerper'YA'N Sec For more information see this job's general notes page and these web site$ ALPINE al meitwcorn.TPI - - tpinstora 1-----` Orlando FL, 32837 Job Number: 20951 Ply: 1 SEQN: 540128 1 T9 I COMNi Cust RR408 JRef: 1WbY4080012 7499 - B (7499 - 6 -DAVID WEEKLY 1OtyFROMRF DrwNo. 170 18 1340 02361 Truss Label: B01 KM I WHK 06/1912018 90iXt Loading Criteria (psf) TCLL: 20.00 TCDL1 7.00 SCILL: 0.00 BCDL: 10.00 Des Ld: 37,00 NC6CLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24,0 " 6'8" 13'4" r 4X4rl) 13'4" 1 618" 1 6V 6'8" 1T4" Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height: 22.01 ft TCDL: 4,2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 If Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf- NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT1RT:Q(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 E 999 240 VERT(TL): 0,027 E 999 180 HORZ(LL): 0,005 E - HORZ(TL): 0.009 E Creep Factor: 2.0 Max TC CSI: 0.369 Max BC CSI: 0.418 Max Web CSI: 0,112 VIEW Ver: 17.02.01A.1 114.21 f EiAT o op ,\) 0 0 278 0620/2Ot8 A 20'4" A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL 1W 6 590 l 136 l 318 / 184 /4.0 D 499 l 104 l 259 / / - /4.0 Wind reactions based on MWFRS B Min Brq Width Rect = 1.5 D Min Brg Width Reg = 1.5 Bearings B & 0 are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Cornp. Chords Tens, Comp. B- C 405 -695 C-D 430 -693 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 560 -265 E - D 560 -265 WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ire extreme care in fabricating, h dl" hi installing and bracin )P, Refer to and follow the latest edition of BCSI Building 98fetyInformation, by TPI an SIBMA)n& I.W.Pty'noacti.c. prior to performing these unctions. Installers shall provide te9pora SI. Unless noted o herwise,top chord shall have properix attached structural sheathin and bottv hord shall havp pi-ogeWy ceiliny, Locations shown for permanent lateral restraint If webs shall have bracinp installed per C I sections 83,7 or 10 dil& Ap Refer to 6 foe y ) plates to each face at truss and position as shown above and on the Join Details, unless noted otherwise. Zrstandardplatepositions. of any from this drawing,an failure to build the eal on this drawl g or cover page or the Ihown. The sul ability ALPINE W ITW 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B /7499 - B -DAVID WEEKLY Truss Label: B02 I 2' TYP) 4X4E 13'4" V4" 1 T4" T Loading Criteria (psf) 1 Wind Criteria Snow Criteria (P9,Pf.n PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Fig: NA Ct: NA CAT: NA TCDL: TOO Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 1 Enclosure: Closed Lw NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: BDesLcl3706MeanHeight: 22.01 ft NCBCLL: 10,00 Code / Misc Criteria TCDL: 4,2 psf Soffit: 2.00 BCDL: 5.0 psf 1, Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2i TPI Std: 2014 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 * 60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted, Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Ply: 1 SEQN 540129 / T3 / GABL Cust RR408 JRef: 1WbY4080012 Qty: I FROM. RE DrwNo: 170,18,1340.02392 KM / WHK 06119/2018 LT!E 6,81, Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.001 N 999 240 VERT(TL): 0.001 N 999 180 HORZ(LL): -0.001 C - HORZ(TL): 0.001 C Creep Factor: 2.0 Max TCCSI: 0.176 Max BC CSI: 0,041 Max Web CSI: 0.050 VIEW Ver: 17.02.01A.1 11,L21 M ATE 0 00 278 NA OW20/2018 204" 1-4- --- A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh /RL /W B* 88 120 /39 /- /7 /160 Wind reactions based on MWFRS B Min Brq 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 ttgre extreme care in fabricatin8, handling, shippin, installing and bracing Refer to and follow the latest edition of SCSI (BuildingefetyInformation, b TPI an SBCA) rsaEty racticespnortoperfoperforming these functions. Installers shall provide temporary B SI. Unless noted o herwise,top chord shall have properix attached structural sheathin and botTghord shall havy progyliidc *[in Locations shown for ermanent lateral restraint I webs shall have bracin installed per I sections 63 7 or 10 e. eAlm% plates to each face opiruss and ocisition as shown above and on the JoinoDetails, unless noted otherwise. Refer to a division of ITW Buildi omponpnts Group Inc, shall not be responsible for any deviation from this drawingany failure to build the nfFrr.m;,nc with ANSYRR 1, or for handling, shipping, installation and bracing of trussesA seal on this drwing or drawing h W.".P.Mifltythisl.dicaijes ccertance of go) ess ona an me%rI7g reqponsibili solely for the desA%n 2s own. w o this raving or any structure is e responsi ?oft le uilding Deslgl%er per AN ITPI I c. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B /7499 - B -DAVID WEEKLY Truss Label: 603 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10,00 Des Ld: 37.00 NCBCLL: 10,00 Soffit: 2,00 Load Duration, 1.25 Spacing: 24.0 " I— 14" Wind Criteria Wind Std: ASCE 7-10 Speed:139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.10 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 Top chord 2x4 SP #2 Dense Bat chord 2x4 SIP #2 Dense Webs 2x4 SP 93 Special Loads Lumber Dur,Fac.=1.25 I Plate Dur.Fac.=1.25) TC: From 56 pit at 1,33 to 56 plf at 7,00 TC: From 28 plf at 7.00 to 28 plf at 9.17 TC: From 56 plf at 9.17to 56 pit at 1617 BC: From 4 plf at 1.33 to 4 pit 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 pit at 8.88 BC: From 20 plf at 8.88 to 20 plf at 16.17 TC: 240 lb Conc. Load at 7.04, 9.12 BC: 454 lb Conc. Load at 7.04, 9.12 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc, Wind Wind loads and reactions based on MWFRS. Ply: I Qty: I 7' 97 7' 27 4X6 =4X4 C D 167' SEQN: 540140 / T1 7 HIPS Cust: R408 JlRef: 1WbY4080012 FROM RF DrwNo. 170 18 1406,11847 Page 1 of 2 KM I DF 0611912018 167' 7' 7'1"12 V8"12 T3'8 7'1"12 8,10"8 16*2" Snow Criteria (Pq,Pf in PSF) I Defl1CSI Criteria A Maximum Reactions (lbs) Pq: NA Ct: NA CAT: NA I PP Deflection in loc L/defl L/# Loc- R / U t Rw Rh / RL / W Pf: NA Ce: NA I VERT(LL): 0,054 G 999 2401 B 1353 /336 1- /4.0 Lu: NA Cs: NA VERT(TL): 0.147 G 999 180 E 1261 / 295 !- Snow Duration: NA HORZ(LL): 0,023 F - Wind reactions based on MWFRS HORZ(TL): 0.042 F 6 Min Brg Width Reg = 1,5 Code I Misc Criteria Creep Factor: 2.0 E Min Brq Width Reg = - Bldg Code: FBC 2017 RES Max TC CSI: 0.682 Beanng B is a rigid surface, TPI Std: 2014 Max BC CSI 0.777 Rep Factors Used: Yes 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 1 VIEW Ver: 17.02,01A,I 115,211_j B - C 555 -2272 D-E 559 -2276 C-D 465 -2007 file FLAc 4 5 AT C-- 44- ON A40278 L 06/20Q018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Bot Chord Forces Per Ply `SI Chords Tens.Comp. Chords Tens. Comp. B - G 1956 -458 F-E 1964 -463 G-F 1976 -458 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. C-G 487 -17 F-D 520 -23 uire extreme care in fa catin h dt' h . installing and bracinw, Refer to and follow the latest edition of SCSI (Buildingnping, prior to perfor ing these unctions. Installers shall provide temperSfetyInformation, b`VPI anil SPA'& 1.0y01, Unless noted o herwise,top chord shall have properix attached structural sheathingand bottvC ghord shall havy proFjX0yidcedinLocationsshownforpermanentlateralrestraintfwebsshallhavebracinCIsections837or 1% p installed pere, A plates to each face of 1truss and oosition as shown above and on the Join Details, unless noted otherwise'. Refer to Alpine, a division of ITW Boildin omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithANSIRl1, or for handling, shipping, installation and bracini of truss,?,sA Seal on this d3wing or over pag egqlistingthisdrawingindicatesacceptanceIfthelessonaengineeringrejponelbflli solely r the design t and use o? this rawing or any structure s e responsibility of the uIldl ng Designer per ANSIrrPI 1 nhown. he suitability 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20951 Ply: 1 7499 - 6 17499 - B -DAVID WEEKLY Qty: 1 Truss Label: B03 i4eng.r. /-Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information, Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=15'11" uses the following support conditions: 15'11 " Bearing (15'11", 20'4") HUS26 Supporting Member: (1)2x6 SP #2 14) 0.148"x3" nails into supporting member, 4) 0,148"x3" nails into supported member, M_ SEQN: 540140 / T17 HIPS Cust: R408 JRef: 1WbY4080012 FROM; RF DrwNo, 170,18,1406.11847 Page 2 of 2 KM I DF 06/1912018 ATE OR\v ft'O 2 7 8 NAL vll o 06120;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 h dl h installing and bracing. Refer to and follow the Nest edition of BCSI (BuildingComponentfollyInformation, b,ITPI pn8'S9CnA)'n94a%ni?ractices prior to performing these unctions. Installers shall provide temporary bracing per &SI. Unless noted o herwise,top chord shall have properly attached structural sheathingandbothrC Chord shall havy proge yattachNOceiliny. Locations shown for permanent lateral restraint f webs shall have bracinginstalled per C I sections B3 7 or 10asapplicat, Apply plates to each face otruss and position as shown above and on the JoinlDetails, unless noted otherwise. Refer todrawings16A-Z for standard plate positions. Alpine, a division of ITW Buildin failure to build the I f ;+ Components Group Inc. shall not be responsible for any deviation from this drowintan truss in , rmanc PI 1, or for handling, shippin, installation and bracing of trussesA I th d I g r,?,,,.p, he ,S, I this 0 n A'y rshown.wDilii with ANSI listing a indicates accoglance of g), !Hearin r" r o ss,.na .,n . ponsibility solely , 'fie, or any structure is a responsibility 7t.h. ilding Designer per ANSIrTP 1 2. r 4 PanduseothisdrawingIo9 15-3r= 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20951 Ply: 1 SEQN: 540130 1 T34 I EJAC Cust: R R408 JRef: I WbY4080012 7499 - B t7499 - B -DAVID WEEKLY Qty: 5 FROM: CH DrwNo: 170 18,1340 02472 Truss Label: EJ2 1 KM I WHK 06119/2018 Loading Criteria (psf) TCLL: 20.00 TCOL: 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 " 19 1'4" Wind Criteria Wind Sid: ASCE7-110 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 20.85 If TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 21 21 Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design, Additional Notes Provide (2) 16d common(O. 162"x3.5") toe -nails at top chord, Provide (2) 16d common(0.162"x3,5") toe -nails at bottom chord, 09 21'4"l 1 co 20-4" Defl/CSI Criteria PP Deflection in Joe Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Creep Factor: 2,0 Max TC CSI: 0.215 Max BC CSI: 0.041 Max Web CSI: 0.000 VIEW Ver: 17.02,01A.1 114.21 i Ai E 0 0) 00 278 0NAJJ_ 44 ( ratt 061;210/2018 i A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 197 145 /128 /47 /4.0 D 30 /3 /25 /1,5 C 24 /13 /13 /1,5 Wind reactions based on MWFRS; 6 Min Brg Width Reg = 1.5 0 Min Brg Width Reg = - C Min Brg Width Reg = - Bearing 6 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, h rill 'h installing and bracing. Refer to and follow the latest edition of BCSI (Buildingan '%' g8fety Information, b, TPI ,, SBCA)safetyln 6ctices prior to performing these functions. Installers shall provide tompora ed1. Unless noted otherwise chord shall have properl attach structural sheathin and bott(&Cn ford shall havtq progeWyiidceilin?. Locations shown for permanent lateral restraint f webs shall have bracing insialled per C I sections B3 or 10 ilt, Applyy plates to each face -of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to6AZrstandardplatepositons, a division of im i,ortorr accartance ranysructure i _P1 his drawintan failure to build the on this dr w, 9 or cover p' Lq_oq.,gn §hown. The suitability IW_ hV 2400 Lake Orange Or, Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B 17499 - B -DAVID WEEKLY Truss Label: EJ7 Loading Criteria (psi) TOLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10,00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: it EXP:B Mean Height: 22.10 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 7' 7' 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 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. 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. Ply 1 SEQN: 540131 / T22 / EJAC Cust RR408 JRef: IWbY4080012 Qty: 3 ( FROM: RF DrwNo: 170.18.1340.02657 i KM / BAF 06/19/2018 C Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R ( U / Rw / Rh ! RL / W VERT(LL): NA B 360 161 / 220 1 - / 124 14.0 VERT(TL): NA D 127 /- / 84 / - / - / 1.5 HORZ(LL): 0.013 D C 169 / 81 / 67 t - /- 11,5 HORZ(TL): 0.023 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.598 D Min Brg Width Req = - Max BC CSI: 0.455 C Min Brg Width Req = - Max Web CSI: 0.000 Bearing B is a rigid surface. VIEW Ver: 17.02.0IA. 1114,20 e / EO A 00r2W20 t 8 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 req rre extreme care in fabricating, handling shippin installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentfetyInformation, bV TPI and SBCA) for safety racUces poor to perfargYrling these functions. Installers shall provide tempurant bracing per B SL, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Nord shall hav a prog2n attach8cf rigid cerirnct Locations shown for ermanent lateral restraint 6f webs shall have bracing installed per BC i sections B3, 7 or 610, as applicable. Apply plates to each face, ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z fbr standard plate positions. Alpine, a division of ITW Buildingq ompongnts Group Inc. shall not be responsible for any deviation from this drawinWany failure to build the truss in conformance with ANSIM 1, or far ha dl!n shippin , inst Ration and bracing of truss sA seal on this drawing or cover p e listingthisdrawingindicatesacceptanceofproessranangoneeringrapoivbiiitsoeelorthPdesnshown. The suitability anduseofthisrawingoranystructureistheresponsibilityoftheundngDesignerSec. A1. 416141 LNEw aw Citxarod+r 6750 Forum Dnve Suite 305 Orlando FL, 32821 Job Number: 20951 Ply I SEQN, 540141 / T20 MONO) Cust: R408 JRef: lWbY4080012 7499 - B 17499 - B -DAVID WEEKLY FROM RF DFWNo: 170 18,140621680 Truss Label: EJ7A I KM / OF 06/19/2018 11 Loading Criteria (psf) I Wind Criteria 2X,t(Al) TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: B Des Ld: 37.00 Mean Height: 22,43 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCOL: 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 Curribar Top chord 2x4 SP #2 Dense Bat chord 2x6 SP #2 Webs 2x4 SP #3 Special Loads Lumber Dur,Fac,=1.25 / Plate Dur.Fac,=l .25) TC: From 56 plf at 0.00 to 56 pit at 7.00 BC: From 10 pif at 0.00 to 10 pit at 7.00 BC: 113lbConc. Load at 1.09 BC: 189 IbConc. Load at 3.09 BC: 1261 lb Conc. Load at 5.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 51 W3X6 S 4.00 [ 61 W3X4 2.50 L 1.25 91 W3X6 S 3.25 Hangers I Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 7' 6-- 1112X4 C3X41[ 61 12 D f51 1113X6191 7' 5 1 2 I'l 1"4 5712 F_ Snow Criteria (Pg,Pf,n PSF) j Defl/CSI Criteria 1 A Maximum Reactions (Ibs) Pg: NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R / U 1Rw /Rh /RL 1W Pf: NA Ce: NA VERT(LL): 0.014 E 999 240 1 A 797 185 / - / - / - 14.0 Lu: NA Cs: NA VERT(TL): 0.035 E 999 180 D 1226 300 / - I I / - I - Snow Duration: NA HORZ(LL): 0.006 E Wind reactions based on MWFRS HORZ( TL): 0,011 E i A Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.276 Bearing A is a rigid surface, TPI Sid: 2014 Max SC CSI: 0A95 Rep Factors Used: Yes Max Web CSI: 0,567 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Plate Type(s): 1A 2 _1 WAVEVIEW_ IE_W_V_er_: 1-T-0 2. 0 111-5- I A-B 280 -1122 JJ TAT E (5 OR\ ffO 278 fvffA11- terse ptata' 0620/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, h,ndl' hi istalling and bracin% Refer to and follow the latest edition of BCSI (Building nent Safety Information, b PI an SBCA')"fgr's.'P,pt,n i.cntices phor to performing these functions. Installers shall Provide temp ry yi 91 per3SI. Unless noted ol herwise.top chord shall have properl attached structural sheathin and bottom ghord shall hay p ora Locations shown for rigid I Rfpermanentlateral restraintfwebsshahhavebracinginstalledperBCI sections B3 7 or 0 e. C 'A' ply lates to each face o r.ss and position as shown above and on the Join Details, unless noted otherwis6, Refer to cable. Is 160A-ZorIndard plate positions. a division of ITW BuilMjComponrts Group Inc. shall not be responsible for any deviation from this drpwm,%,an failure to build the this of with AN I PI 1, or r hapdlin shipping, installation and bracini of truss,?,sA for on this dr wi or r."er' Frmapce rawing, indicates acceptanceof pro ession neeri g responsibility so ely or thPdjA" V, PuZability la 0 this rawing for any structure is respons4iblinyof the uildingOosig erperANS1 .1h, in. The s a 1.1- --.- I— I .. ............. ..... ..... Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - E 965 - 228 E-D 917 - 219 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, - Webs Tens. Comp. E - 6 1488 - 299 B - 0 369 -1547 OW-M, 1n ale ' 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20951 Ply 1 SEQN: 540132 / T16 / JACK Cust RR408 JRef 1WbY4080012 7499 - B /7499 - B -DAVID WEEKLY Qty 8 FROM: RF DrwNo: 170,18.1340.02176 Truss Label: CJt I GA / DF 0611912018 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 r l A 2X4(A1) 114" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: It EXP:B Mean Height: 20.60 It TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 I1 Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 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 (2) 16d common(0.162"x3.5") toe -nails at bottom chord. C C 2Q'1 Q"l1 co o LO 204tr J__ Def /CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0,000 D HORZ(TL): 0,000 D Creep Factor: 2.0 Max TC CSI: 0,198 Max BC CSI: 0,025 Max Web CSI: 0,000 VIEW Ver: 17.02.01A.1114.21 Maximum Reactions (ibs) Loc R /U /Rw /Rh /RL 1W B 201 /56 /137 1- /32 /4.0 D 9 110 115 /- /- /1.5 C -36 / 36 124 ! - / 1.5 Wind reactions based on MW FRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Beadng B is a rigid surface. Members not listed have forces less than 375# 06/20/20t8 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING) IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabrieatinR h ndiin shipping installing, and bracing. Refer to and follow the latest edition of BCSi (BuildingWentSaafetyinformation, byy 7PI and'SEnA) for safety practices prior to performing these functions. Installers shall provide temporary per BGSI. Unless noted otherwise,top chord shall Im ve proper)YY attached structural sheathing and bottom hord s all hay a propps y d ngid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC I sections B3, 7 or 810. icab"le. Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to is 160A-Z for standard Plato posibans. a division of ITW Buildl'ng Components Group Inc. shall not be responsible for any deviation from this drawinganY failure to build the +n,rw wurnnv canf rmance with AN51ll PI 1, or far handlin shipping, instaallation and bracin of trussesA eal on this drawing or over pagge , 2400 Lake Orange Dr. this tlgrawin t indicates acce lance of pro'esstonalq n ineerin re pons ibili solely for th design hown. he suitability Suite 150eofthisaawingforanysPructureistheresponsibitityoftheEsuitdngDesig®r per ANSI 1 1 580.. Orlando FL, 32837infomratfonseethisjob's general notes page and these web sites. ALPINE- www.alpineitw.com TPP www tpnrsLorq- S6CA_ www_sbcindusteY_cpm: ICC- www,iccsafe.oRt Job Number: 20951 7499 - B /7499 - 6 -DAVID WEEKLY Truss Label: CJ3 Loading Criteria (psf) TCLL: 20.00 TCDL: TOO BCLL: 0,00 BCDL: 10.00 Des Ld: 37,00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height: 21.10 ft TCDL: 4.2 psf SCDL ' 5,0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 20 SP 92 Dense Bat chord 20 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design, Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/O(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0,162"0.5") toe -nails at top chord, Provide (2) 16d comrnon(0.162"0.5") toe -nails at bottom chord. Ply I SEQN: 540133 1 T15 /JACK Cust: RR408 JRef: 1WbY4080012 Qty 5 FROM RF DrwNo: 170,18,1340.02206 GA / DF 06/19/2018 C 2 110" 11 +/-811 to to N 20'4" 11 4- Def11CSI Criteria I A Maximum Reactions (lbs) PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W VERT(LL): NA B 222 45 /141 /62 /4.0 VERT(TL): NA D 50 1 - 136 1 - /1.5 HORZ(LL): 0.001 D C 59 / 28 / 20 1 . / 1.5 HORZ(TL): 0.001 0 Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.225 D Min Brg Width Req = - Max BC CSI: 0.068 C Min Brg Width Req = - Max Web CSI Bearing B is a rigid surface. 0.000 VIEW Ver: 17,02.01 A. 1114,21 M. AT E 0 01 t. A, ttO 278 NA'li- 0012012018 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 revue extreme care in fa catin hndl' h installing and bracing. Refer to and follow the latest edition of BCSI (BuildingrIComponentjefetyInformation, bj`VPI pn8'S1BCA; r'&`sa1 eV8ractjces pHor to perfo ming these functions. Installers shall provide to pora bracingper SI, Unless noted o herwise,top chord shall have properix attached structural sheathin and bottom gNord shall have progeilattachedceiliny. Locations shown for lateral restraint f webs shall have bracing installed per BC I sections P3., IR or 1( y trussasapplicat')Z. Apply ,Iatgs to each face o and position as shown above and on the Join Details, unless noted otherwise efer to drawings 16 A-Z for san ard plate positions. Alpine, a division of ITW BuildAna omponents GTup Inc. shall not be responsible for any deviation from this drawinuan failure to build thetrussinconformancewithANI11, or for han 144 shipping, instfilation and bracing of Msy.s,A .il on this dr or %,,,pa114. solely N e . b,,,tylistingthisdrawingindicatesacceftanceifgoessiona[ ng In Irin re 0 Ibili N h osan ho In. Ila r Tanduseo? this rawing or any structure s a responsiblity of guildIgg Desig er per ANS I 11464, . ALPINE 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - 6 17499 - B -DAVID WEEKLY Truss Label: CJ3A EVA 8 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf,n PSF) TCLL: 20.00 Wind Std: ASCE 7_10 P9 I NA Ct: NA CAT: NA TCDL: 7,00 Speed: 139 mph PC NA Ce: NA BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA BCOL: 10.00 Risk Category: 11 Snow Duration: NA 3700- EXP: BDesLclMeanHeight: 21.43 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 C&C Dist a: 3,00 ft Rep Factors Used: Yes Loc. from endwall: Any FTIRT:0(0)/0(0) GCpi: 0,18 Plate Type(s): Wind Duration: 1 60 WAVE Lumber Top chord 2x4 SP #2 Dense But chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3,5") toe -nails at top chord. Provide (2) 16d common(O. 1 62"x3.5") toe -nails at bottom chord. Ply I Qty 1 Al SEQN: 540134 / T8 FROM: CH 4 2 1'10" 11 20'4" JACK Cust: R408 JRef: 1WbY4080012 DrwNo: 170.18.1406,36297 KM / DF 06/19/2018 Defl/CSI Criteria A Maximum Reactions (lbs) PP Deflection in Inc L/defl L/# Loc R /U 1Rw /Rh /RL /W VERT(LL): NA A 113 1 10 /66 /- /43 /1,5 VERT(TL) * NA C 55 11 138 1- 1- /1.5 HORZ(LL): 0,001 C 6 75 /34 /31 /- /- /1.5 HORZ(TL): 0,003 C Wind reactions based on MWFRS Creep Factor: 2.0 Max TCCSI: 0.132 i Members not listed have forces less than 375# Max BC CSI: 0,092 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1 115.21 M i'ATE 0 OPO)..-.4 00 278 06/20,2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa catin h,ndl h , installing and bracing. Refer to Ind follow the latest edition of SCSI (BuildingComponentSfetyInformation, b`YPI aria-SBCA)'n'r'sa'gpt"l r.tices poor to performing these unctions. Instal ers shall Provide temporary bracingper 38SI. Unless noted o herwise,top chord shall h ve properly attached structural sheathin and bottom ghord shall have progeWyattachedcelliny,, Locations shown for lateral restraint of webs shall have bracinp nslallecl per BC I sections B3 7 or 810, 3 Inasapplicable. Aqp y plates to each face o truss and position as shown above and on the Join etails, unless noted otherwise. Refer to drawings 160A-Z or standard plate positions. Alpine, a division of ITW ElXildi AComponents Group Inc. shall not be responsible for any deviation from this drawinawan failure to build thetrussinconformancewithNSIIPI1. or for handlin shippiny, installation and bracini of truss,72 real on th' d I or over pWr I listing this ertWing, inoicates acceptance of wessiona ionfeteringurspoT blll so ely or the d I a n shoNn, Th. sullet ifitythisheSPanduseotisrawingforanystructureisCresponsibitintjIldingesigerperANItT12. ALPINE m 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20951 7499 - B /7499 - B -DAVID WEEKLY Truss Label: CJ5 5' 14" 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0,00 Enclosure: Closed I Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: BDesLd3706MeanHeight: 21,60 ft NC8CLL: 10.00 TCDL 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf I1Idq Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft I FT/RT:O(0)/O(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SIP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWIFIRS with additional C&C member design, Additional Notes Provide (2) 16d comirri 1 62"x3.5") toe -nails at top chord. Provide (2) 16d common(O, 1 62"x3.5") toe -nails at bottom chord. Ply: I SEQN, 540135 / T14 I JACK Cust: RR408 JRef: lWbY4080012 Qty 5 FROM RE DrwNo 170,18,1340 02175 GA / OF 06/1912018 C. 221 0"l 1 8" iv 20'4" 8" Deft/CSI Criteria A Maximum Reactions (lbs) PP Deflection in loc L/defl L/# Loc R / U fRw /Rh IRL /W VERT(LL): NA B 288 51 /179 /92 /4.0 VERT(TL): NA D 89 /- /58 /1.5 HORZ(LL): 0.004 0 C 116 54 /45 15 HORZ(TL): 0.007 D Wind reactions based on IMAERS Creep Factor: 2.0 B Min Brg Width Roo = 1.5 Max TIC CSI: 0,264 D Min Brg Width Req = - Max BC CSI: 0.223 C Min Brg Width Req = - Max Web CSI: 0.000 Bearing 5 is a rigid surface, VIEW Ver: 17.02.01A.1114.21 ATEE 00)X# 0 278 i/ONM_ 144*41'"t"Wilov, 06/2W2018 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 uire extreme care in fabricatiq handling, shippino, installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingSefelyInformation, b E I I temporaryTPIanSBCA) r sa ety ractices prior to performing these functions. Installers shall 3 SI, Unless noted o herwise,top chord shall have properly attached structural sheathin and bott%Zghord shall hav%a progerlyIidcelinermanentlateralrestraintofwebsshallhavebracinginsRafledperIsections637or10p" Locations shown fore, A' plates to each face ortrussand oosition as shown above and on the Join Details, unless noted otherwise. Refer to' Alpine, a division of ITW BuildinaComporprits Group Inc. shall not be responsible for any deviation from this drawing. an failure to build the truss in cqnformance with ANSI PI 1, or or handling, shippin?, instllaticin and bracini of trussesA teal on IN d er p listing this Irawing, indicates acceptance of I Infet r w' suitability ng. reresponsibilitysolelyorMpaeynlirtanduseothisdrawingforanystructureisKe",`ass=Mabllnty wilding Designer per ANSI I .IhoZ?no W wis- 2400 Lake Orange Dr. Suite 150 Orlando Ft., 32837 Job Number: 20951 7499 - 6 /7499 - 6 -DAVID WEEKLY Truss Label: CJ5A 2X4(Al) Ply: I SEQN: 5401361-T19 JACK Cust: R408 JRef: 1WbY4080012 Oty: 1 FROM: RF DrvvNo, 170.18.1406.39167 KM I DF 06/19/2018 B 12 22'10"11 L0_20'4"4 C 51 8851 Loading Criteria (psf) Wind Criteria now Criteria (Pg,Pf,n PSF) ASCWindStd: ETCLL: 20.00 7-10 NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed LU: NA Cs: NA BCDL: 10.00 Risk Category: 11 snow Duration: NA EXP. B Des Ld: 37,00 Mean Height: 21.93 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCOL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI SIA: 2014 Spacing: 24.0" C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 92 Dense Bat chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(Q. 162"x3,5") toe -nails at top chord, Provide (2) 16d common(0,162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria A Maximum Reactions (Ibs) PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL 1W VERT(LL): NA A 189 /19 /110 /- 174 1,5 VERT(TL): NA C 96 - 164 1- 1 - 64 11.5 HORZ(LL): 0,001 C 6 132 / 51 / - I 11 5 HORZ(TL): 0.002 C Wind reactions based on MWFRS Creep Factor: 2.0 Max TC CSI: 0.351 Members not listed have forces less than 375# Max BC CSI: 0,254 Max Web CSI: 0.000 VIEW Ver: 17,02.01A.1115.21 M I'AT 0 k_ 0 278 ONA 06s20/20 t 8 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recligre extreme care in fabricatin , h ndlin shipping, installing and bracing. Refer to and follow the latest editin of BCSI (BuildingngSComponentefetyInformation, b, TPI an , 9CA) g safety ractices prior to performing these functions. Installers shallprovide temporary bracing per B St. Unless noted o herwise top chord shall have properl attached sructural sheathin and bottom ghord shall havigia proge yattach?diid ceilinLocations shown for permanent lateral restraint f webs shallhave bracing installed per BC I sections B3 7 or 10 as applicab e, Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build inaComponprits Group Inc. shall not be responsible for any deviation from this dr?win failure to build the t f %,an truss in c9n Frmanc with ANSI PI 1, or or handlinj shippiny, installation and bracinj of trussesA gal on thi* dr wi or 1 wmi in in e§ over pa isting this indicates acceptance qf Koress cinat Pow bili solely, r sr h Nn. he r P?e , esp4rASjAp1Seca. anduseothisrawing )or any structure is e onsibliq ott%e ringesig er per N F & 2 "h,= 11 11W 11 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20951 ply i i SEQN: 540137 1 TI / HIP_ Custi RR408 JRef 1WbY4080012 7499 - 6 17499 - B -DAVID WEEKLY Oty I 1,UIA: CH DrwNo: 170.18.1340.02533 Truss Label; HJ2 i I" KM / WHK 06/19/2018 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 " 12 A nA 7--- 1, 10 " 10 Wind Criteria Wind Sid: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height: 20.84 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Special Loads Lumber Dur.Fac.=1,25 / Plate Dur.Fac,=1,25) TC: From 0 plf at -1.89 to 55 pif at 0,00 TC: From 2 plf at 0,00 to 2 plf at 2.77 BC: From 0 pit at -1.89 to 4 plf at 0,00 BC: From 2 plf at 0.00 to 2 pif at 2.77 TC: -22 lb Conc. Load at 1,41 BC: 17 lb Conc. Load at 1.41 Wind Wind loads and reactions based on MWFRS. 219"3 2#9"3 Snow Criteria (Pg,Pf,n PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NA I PP Deflection in loc Lldefl L/# 21'4"6T 20'4" A Maximum Reactions (Ibs) Loc R 1U /Rw /Rh IRL /W Pf: NA Ce: NA I VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA 0 41131 110 f - /1,5 Snow Duration: NA HORZ(LL): -0.001 D C 16 /20 /- / 1.5 HORZ(TL): 0.001 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 6 Min Brq Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0,089 D Min Brg Width Reg = - TPI Std: 2014 Max BC CSI: 0.044 C Min Brig Width Req = - Bearing B is Rep Factors Used: Yes Max Web CSI: 0.000 a rigid surface. FT/RT:0(0)/0(0) Members not listed have forces less than 375# Plate Type(s): WAVE I VIEW Ver 17,02.01A.1114.21 Additional Notes Provide (2)16d common(0.162"x3,5") toe -nails at top chord, Provide (2) 16d common(O. 162"x3.5") toe -nails at bottom chord, PIE TE 00 278 06120 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating handling hi i installing and bracing Refer to and follow the latest edition of BCSI (BuildingrSfety, Information, b yPI,ng'SgCnA;ngr'.re ln ractices prior to perfo ming these functions. Installers s 11 pr7vide temporary , InBeSI. Unless noted o erwise,top chord shall have properly attached structural sheathingand bottom r I id 'i Locations shown for permanent latpral restraint f webs shall have bracing I C ho shalt have a properly11ceilinginstalledperCIsections83B7or10c1pPIPtog&_A,p? plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Defer Z for standard plate positions. a division of ii-i i,ortorn acceptance any structure failure to build the nI rT,,rsuabil ity ALPINE 'Ny 2400 Lake Orange Dr, Suite 150 Orlando FL. 32837 Job Number: 20951 plyI I SEQN: 540138 / T24 t HIP__ Cust: RR408 JRef: 1WbY4080012 7499 - B /7499 - 8 -DAVID WEEKLY Oty: 3 FROM: RE DrwNo: 170.18.1340.02548 Truss Label: HJ7 KM / WHK 06/1912018 43 Loading Criteria (psh TCLL: 20,00 TCDL: TOO BCLL: ODO BCDL: 10.00 Des Ld 37.00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " i,_ , I 1, 10"10 Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.09 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 If 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 I Plate Dur.Fac.=1.25) TC: From 0 pff at -1,89 to 55 plf at 0.00 TC: From 2 pff at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1 .89 to 4 pif at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9,84 TC: - 22 lb Conic. Load at 1.41 TC: 118 lb Conic. Load at 4.24 TC: 232 lb Conc. Load at 7,07 BC: 17 lb Conc. Load at 1.41 BC: 100 lb Conc. Load at 4.24 BC: 177 Ib Conic. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 5' 4"5 9110,11 5' 4"5 4'5"l 1 5' 2"9 57' 9 Snow Criteria (Pg,Pf in PSF) Pq: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT1RT: 0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide ( 2) 16d common(O, 162"x3.5") toe -nails at top chord, Provide ( 3) 16d common(0.162"x3.5") toe -nails at bottom chord WARNING** READ AND FOLLOW AL IMPORTANT** FURNISH THIS DRAWING TO ALL qujil, Q extreme care in fabricating, handling, shipping, im a division of any truss and position as 4' 1 "9 5" DefIICSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W VERT( LL): 0.021 G 999 240 B 318 1143 1- /4,9 VERT( TL): 0,057 G 999 180 E 328 / 63 1 - /1.5 HORZ( LL): 0,005 F D 71 /23 /- /_ / - / 1.5 HORZ( TL): 0.009 F Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.475 E Min Brg Width Req = - Max BC CSI: 0.591 D Min Brg Width Req = - Max Web CSI: 0.324 Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEWVer: 17.(FW A 114 2 1 Chords Tens.Comp, B - C 190 -694 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, — Chords Tens, Comp, B- G 654 -163 G-F 642 -163 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C- F 179 -705 a E6 AT//Az k k 40 278 Wool's 06/ 20/2018 INCLUDING THE INSTALLERS 1. Refer to and follow the latest edition of BCSI I;.ilding mingthesefunctions. Installers shall provide te pora ictural sheathinq and boft(&Cn Vord shall have a properly iavebracinginstalledperCIsectionsB3, 7 or 10 on the Join Details, unless noted otherwise. Refer to ir any deviation from this drawintaing, failure to build the bftrussesA5ealonthisdr, wi g or cover p Ing , iniblsolely for the design ilhown. The suitability rrPI Ic. . Designer , n,TPI wwwtpin5torq,SBCA w sbctndvstrywm ICC wwwjccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B /7499 - B -DAVID WEEKLY Truss Label: FG1 3'5"12 3'5"12 Ply: 1 SEQN: 540183 t T10 FLAT Cost: R408 JRef lWbY4080012 City: 1 FROM CH DhwNo 170-18,1406-43047 KM / DF 06/19/2018 16'9"12 6'9"12— 10'1"l2 13'5"12 1 20'1"12 23'7"8 3,4„ .1 _ 3'4" } 3.4., W4 3,4" ----}^ 35"12 3X4 3X4 4X4 4X4 ==3X4 A B C D E F G H I 6712 6'9"12 Loading Criteria (psf) ( Wind Criteria TOLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph SCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA it 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 k NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 :82 2x6 SP SS: Webs 2x4 SP 93 Plating Notes All plates are 2X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Negative reaction(s) of -665# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. 410 1 12'8"12 — 2'9"12 378 3'5"12 6712 W 97"8 16712 23'78 8" 10'S"8 Snow Criteria {Pg,Pf fn PSP) DefUCSI Criteria 1j L Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NAj PP Deflection in loc L/defl L/# Loc R l U / Rw / Rh / RL_ / W _— PE NA Ce: NA VERT(LL): 0.135 G 999 3601 P 333 ! - 1 - / 5 8 Lu: NA Cs: NA VERT(TL): 0.263 G 818 2401 Q* 104 / 129 ! - 162.0 Snow Duration: NA HORZ(LL): 0.009 J - M 1714 ! - / 0 (- / 6.0 HORZ(TL): 0,015 1 - R 618 ! - 1- 15.7 Code f Misc Criteria Creep Factor: 2.0 N / 330 Bldg Code: FBC 2017 RES Max TC CSI: 0.625 M / 468 TPI Std: 2014 Max BC CSI: 0.483 P Min Erg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.796 Q Min Brg Width Req = - M Min Brg Width Req = 1.6 FT/RT:O(0}!0(0} R Min Brg Width Req = 1.5 Plate Type(s): _ Bearings P. Q, M, & R are a rigid surface. WAVE I VIEW Ver: 17.02,01A.1115.21--j Bearings P, Q, M, & R require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. E -F 0-1672 G-H 0 -1672 F-G 0 -1672 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-O 1183 0 K -J 1524 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens- Comp. t r P- B 0- 601 L- E 0 - 742 B- O 0 -750 E- K 1672 0 D- M 0 -401 H- J 0 -1559 f a TE 00 278 °'yN A 06,2201;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, handlingg shipping. installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA} h3( safety practices pnor to performing these tunctlons. Installers shall provide temperarrYy bracin per PSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and belle l Nord shall h v a pro erYy attach d rigid ceiling Locations shown farpermanent lateral restraint of webs shall have bracingq installed per BG I sections B 7 or to as applicable. Apply places to each face. of truss and position as shown above and on the Joi 1t"Detla ls, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildini ompon nts Group Inc. shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithANSIt11, or or handling, shipping, installation and bracing of,trussesA eal on this dr-1v ing or over pagelistingthisdrawinindicatesacceptanceofproiesslonafIngmeeringresponsfbjfiysolelyr1arthedesanshown. The su CabilityanduseofthiscawingforanystructureistheresponsibiityoftheBuildingDesignerperANSIPI1S8c.2. For more information see this job's general notes page and these web sites. ALPINE. w-me aipinaitw-coin: TPP. mvw_tpinst ora, SBCA. www. strUndUS" Min, iCC www-iccsaf PAINE w arvr aznrawt- 6750 Forum Drive Suite 305 Oriando FL, 32821 Job Number: 20951 Ply 2 7499 - B /7499 - B -DAVID WEEKLY i Qty 1 Truss Label: FG2 1 2 Complete Trusses Required 2.10"3 5'4"6 T10"l3 1078 12'8"4 1577 210"32'6"32'6"7 2'4"11 2'4"11 2'6"3- 3X4 3X6 3X64(51 3X4 5p6 E= 3X6( 22) 3X6f271 GGV - 3X6 3X4[61 =3X4 H0912 Q- N PQIII 6(201 913X6[251 SEQN: 540192 / T26 FLAT Gust: R408 JRef: lWbY4080012 FROM: RF DrwNo: 170,18,1406.55073 KM I DF 06/19/2018 17' 10"14 2075 2TV8 2' 8"7 '] 2.3.. 2-11"3 H 31311 3X6[ 301 3X4 JVo' Ki - 10.10" _+_ 4,2.. _ 8'1.8 27' 15 _2'6"3 2'6"11 2'8"3 1'6"4 6" 2'4"l1 2'6"7 2' 6"7 5'0"t0 7'7"5 103=s13'"7 207"1 +' z31 s' F3i8 1_2 4' f. 7915 3 8 11 5 2 14 10 4 18.2"6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF} Defi/CSI Criteria Maximum Reactions (lbs)J TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R I U / Rw / Rh / RL / W TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,447 Q 553 360 V 1774 / - / - 6.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.868 Q 375 240 L 2133 f - / - f - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.055 A - V Min Brg Width Req = 6.0 EXP: NA HORZ TL : 0.081 A L Min Br Width Re 1.5 DesLd: 55.Q0 _..._.. ( ) 9 q = Mean Height: NA it Code / Misc Criteria CreepFactor: 2.0 Bearings V & L are a rigid surface. NGBCLL: 2. 00 TCDL NA psf Bearing L requires a seat plate. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.775 Load Duration: 1-00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.918 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.520 Members not listed have forces less than 375# 9 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,HS 1IEWVec17.02.01A.1115.21 A-B 0-2033 F-G 0 -4982 Lumber Plate Shift Table B - C 0 -3604 G - H 252 -2937 G- D 0 - 4679 H - 1 261 - 2881 Top chord 2x4 SP #1 Dense JT Plate Chord JT Plate Chord D - E 0 -5217 I - J 825 0 Bot chord 2x6 SP SS No Size Shift Bite No Size Shift Bite E - F 0 - 5217 Webs 2x4 SP #3 :W2, W4, W6, W8, W 10, W17, M2, M3 [ 5] W3X4 2.25 R 1.25 [61 W3X4 1.75 R L25 2x4 SP #2 Dense: [201 W3X6 S 4.00 [221 W3X6 2.75 L 1.25 W 12. W 15 2x4 SP #1 Dense: (25] W3X6 S 3,25 [271 W3X6 2.75 R 1,25 Maximum Bot Chord Forces Per Ply (lbs) Filler 24 SP #2 (30] W3X6 4.75 R 1.50 [311 W3X6 1,75 R 1.25 Chords Tens.Comp. Chords Tens. Comp_ Nailnote Puriins U - T 2231 0 P - O 3024 - 230 Nail Schedule:0.128"x3", min. nails Laterally brace BC at 48" oc in lieu of rigid ceiling. T - S 370 O - N - 2 Top Chord: 1 Row @12.00" o.c. Laterally brace BC above filler at 48" oc. S - R 4760 0 N - M 2937 937 252Bet Chord: 1 Row " R - Q 5073 0 M - L 223 - 737 @ 7. 75o.c. The TC of this truss shall be braced with attached Q - P 5054 0 Webs : 1 Row@4" o.c. spans at 24" oc in lieu of structural sheathing. Use equal spacing between rows and stagger nails in each row to avoid splitting. Laterally brace BC above filler 24" Q.C. (or as Maximum Web Forces Per Ply (Ibs) designed) Including a bra ve Webs Tens.Comp. Webs Tens. Comp, Special Loads both ends of filler (if no ' r 1 Lumber Dur.Fac.= 1.001 Plate Dur.Fac.=1 A0) that point) r' V - A 0 - 809 D - R 492 -70 TC: From 50 pif at -0.17 to 50 plf at 11.23 , *** "**, A - U 2047 0 P - G 2107 0 TC: From 100 pif at 11.23 to 100 pit at 22.71 ****** U - B 0 -680 G - N 0 709 BC: From 5 plf at 0.00 to 5 plf at 11.23 * ,_ * B - T 1493 0 M - 1 2890 0 BC: From 10 plf at 11.23 to 10 pif at 22.71 * T - C 0 - 476 1 - L 0 -1248 BC: From 110 plf at 22.71 to 110 plf at 22.83 648 C - S 1018 0 L - J 0 -891 PLB: From 200 plf at 10.54 to 200 pif at 14.71 if BC: 200 lbConc. Load at 1.23, 3.23, 5.23, 7,23 9,23,11. 23 a Plating Notes ,sty All plates are 2X4 except as noted., Additional Notes f Truss must be installed as shown with top chord up.r<r j 0278 r`°r taean$y c 06,'20,, 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 fabr eating, In di shipping, installing and bracing, Refer to and follow the latest edition of BGSI (Building Component S fetyInformation, byv TPI and SB4A) A' safety practices prior to perforfning these functions. Installers shall provide temporary bracin qer 38SI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hoed shall hay a props y attaeh d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins alled per BC I sections B3,7 or 8810, as applicable. Apply plates to each face. of 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 BuildingComponents Group Inc., shall not be responsible for any deviation from this drawinUn , failure to build the w, rccevnw, truss in conformance with ANSI 3 PI 1, or for handling, shipping, installation and bracing of truss,TsA gal on this drewing or iyWer page , 6750 Forum Drive listing this drawing Indica es acceptance 9f proTessionar rig n rim re pons bill so sly or kh desi n sho n. a suitability Suite 305 and use ofthisdrawingforanystructureistheresponsibilityott® uild ng Desig er p®r A P'Pi 1 Sta2. For rnore Information see this job's general notes Raa4 and these web sites- ALPINE. w al ineitw.com: TPI: www.t inst-ar : SBCA: w Sbcindust <wnr. ICC. svarer.iXSa(e OM Orlando FL„ 32821 Job Number: 20951 7499 - B 17499 - B -DAVID WEEKLY Truss Label: FG3 2 Complete Trusses Required Ply: 2 SEQN: 540180 1 T27 FLAT I Gust: R408 JReF 1WbY4080012 Qty 1 FROM: RF 1 DrwNo: 17098.1407,27037 I KM i DF 06/19/2018 2'1"3 4'4"1 6'5"4 2.1'33 2715 2'1 „3 a3X4 2X4 2C4 - 3X4 4 -' 3X4 3X4 II12X4 1112X4 6'5"4 1'11 "7 2'6"7 1'11 "7 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) I Defl/CSi Criteria ( A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA) PP Deflection in Inc Lldefl Ll# ( Loc R i U l Rw l Rh 1 RL l W TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA I VERT(LL): 0.013 B 999 360 H 1202 1- 1- l - l - 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.051 B 999 240 E 1176 1- t - / - t - / 3.8 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0,003 A - H Min Brg Width Req = 1.5 EXP: NA ft — T q = 1.5DesLd: 55.00 HORZ(Lk 0.008 A E Min Brg Width Re Mean Height: NA NCBCLL: 10.00 Code t Misc Criteria Creep Factor: 2.0 Bearings H & E are a rigid surface. TCDL: NA psf Bearings H & E require a seat plate. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.247 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: OA26 Rep Factors Used: Yes ( Max Web CSC 0.533 Members not listed have forces less than 375# Spacing 24.0 " G&C Dist a: NA ft Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FTlRT:0(0)10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17.02.01A.1115.21 ' A - B 0 -1047 C - D 0 -1051 Lumber ------- B - C 0 -1127 Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Webs 20 SP #3 Chords Tens.Comp, Nadnote G - F 1127 0 Nail Schedule:0.128"x3", min. nails Maximum Web Forces Per Ply (Ibs) Top Chord: 1 Row @ 4,50" o.c. Sot Chord: 1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs.__ 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails A - H 0 -570 C - F 0 420 in each row to avoid splitting. A - G t 115 0 F - 1120 6G- B 0- 440 D- EE 0 - 566 Special Loads Lumber Dur.Fac.=1.00/ Plate Dur.Fac.=1.00) TC: From 178 plf at 0,00 to 178 plf at 6,44 r a BC: From 15 pif at 0.00 to 15 pif at 6.44 9TC: 141 lb Conc. Load at .77, 2.65, 4.65 1TC: 288 lb Conc. Load at .67 TC: 222 lb Conc. Load at 3.67 TC: 201 lb Conc. Load at 5.67 x Purlins z$¢ ` The TC of this truss shall be braced with attached (! spans at 24" oc in lieu of structural sheathing. a Additional NotesATE s Truss must be installed as shown with top chord up. m $ 0 278 AL 00 wit 0612012018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqquire extr( tnne care in fabricating. h Ll1dlinqq shippin installing. and bracing Refer to nd follow the latest edition of SCSI (Building nenf S fetyInformation, by TPI .nel'Sl GA) fb( safety ractices prior to performing these tunctlons. Installers shall pprovide tempera I per BSt, Unless noted o herwise,top chord shall have properlyY attached structural sheathing and bottom hord Y all hav a proper y neqrd ceiling Locations shown for permanent lateral restraint of webs shall have bracincq7 installed per C I sections B3, 7 or 10, icable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 1s 160A-Z for standard plate positrons, ALPINE a division of ITW B ilding omponents Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build the conformance with AIv 11, or for handlinct, shipping, installation and bracing of,trussesA eal on this de wing or cover page , , 6750 Forum Drive this drawin5 indicatesacceptanceofpro7essionaraninsringgtopoteibiilrt solely or h dasi n shoNn. The suitatbritty se of thisdrawingforanystructureistheresponsibilitofteTangrigDesigrferperANSPtI1Sec.. Suite 305 information see this job's general notes page and these web sites- ALPINE. www-alpinotw.coin, TPI _ www.tpinst-org, S8CA. www.sbcindes" w'n, ICC. www.icesate org Orlando FL, 32821 Job Number. 20951 Ply 1 SEQN 540160 / T32 I SY42 Gust RR408 JRef: lWbY4080012 7499 - B 17499 - B -DAVID WEEKLY Qry 12 FROM: RF DrwNo: 170,18.1340.02393 Truss Label: F01 I KM t WHK 06119/2018 23'10"8 1228 1.2_t' r 106 L t7-12. 2'6"12 2-6"12 ---- 2'6"12 - -i 2'6"12 2'612 2'6"12 3X10 =3X6 =3X4 =W=3X4 3X6 =3X10 A B C D E F G H I J K L E U4X6 =3X10 Loading Criteria (pso Wind Criteria TOLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA NA Des Ld: 55.00 HMeanHeight: NA itMean NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 k BCDL: NA psf Load Duration: 1.00 j MW FRS Parallel Dist: NA Spacing: 19.1 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 02 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP 93 Plating Notes All plates are 1 X3 except as noted. Deflection Max JT VERT DEFL: LL: 0.56" DL: 0.48". 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X6 -3X4 =3X10 -4X6 W=H0312 23' 10"8 Snow Criteria (Pg,Pf in PSF) I DeflICSI Criteria I A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Joe Udefl L(# Loc R f U ( Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0.565 F 496 360 U 1035 l - l - I - I - 17.3 Lu: NA Cs: NA VERT(TL): 0.989 F 360 240 N 1035 t - 1- l - 1- 17.3 Snow Duration: NA HORZ(LL): 0.076 B - U Min Brg Width Req = 1.5 HORZ(TL): 0.105 B N Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 Bearings U & N are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSC 0.752 Bearings U & N require a seat plate. TPI Std: 2014 Max BC CSC 0,974 Rep Factors Used: Yes Max Web CSI: 0.779 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTfRT:0(0)!0(0) Chords Tens.Comp. Chords Tens. Comp, Plate Type(s): __ _ _ WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -3397 G - H 0 -4897 C - D 0 - 3397 H -1 0 - 4897 D- E 0- 4892 1- J 0- 3395 E- F 0- 4892 J- K 0- 3395 F - G 0 - 4907 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. U-T 1916 0 Q-P 4907 0 T- S 4370 0 P- O 4370 0 S -R 4370 0 O-N 1915 0 R - Q 4W9 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. F r Ter U-S 0 -2129 P - 1 S-T 1637 0 1-0 810 0 0 -1078 T- D 0 -1076 O- K 1637 0 m D- R 577 0 K- N R - F 366 - 452 0- 2127 f SATE a 00278 as 06t20f2018 WARNING** READ AND FOLLOW ALL NOTESONTHIS DRAWING! WW IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabr eating handlin shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building Wont Saafety Information, by TPI and'SBCA) & safety practices pnor to performing these functions. Installers shall provide temporaryry per BCSt.. Unless noted otherwise,top chord shall have properIxV attached structural sheathingq and botto &hord shall havg a propperly draidceiknqLocationsshownforrmanentlateralrestraint6fwebsshallhavebracinginstalledperBCSIsections63, 67 or 810. icabla, Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. a division of ITW Buildinl1Compon nts Group Inc. shall not be responsible for any deviation from this drawinq any failure to build the conformance with ANSI 1, or or handlin shipping, installation and bracing of,trussesA seal on thi drawing or over p grf thisrawing indicates acceptance of proesstonar ngm Bing ssponstbihty sofety for k desn shown.he su tabflity ra o this drawing for any structure s the responsib1 ittr o tTa u IIding Designer per ANS(IT i 1 c.2. infamial! on see INS pb`s_general notes page and these web sites. ALPINE. www. alptneitw. coin. TPI. w tptnM om, BBCA. w Secindustrcom: [CC: www-iccsnf ALPIN, E 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B /7499 - B -DAVID WEEKLY Truss Label_ F03 27' F'-- 2'1"4 —+ 1,4" { TYP) 3X4 III2X4 T. v_ A B D Ply: 1 SEQN: 540161 / T23 / SY42 ( Cost: R R408 JRef: 1 W bY4080012 City: 1 I FROM: RF DrwNo: 170-18.1340,02207 KM t WHK 06119/2018 2T 8 20' 11 "8 207" ) -- 1' i t" --{ W= 3X4 z5X6 ==4X6 J O Q R AK AJ AH AC W V -4X6 III2X4 =3X4 W = 3 X 4 =5X6(321 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 GCpi: NA Wind Duration: NA Lumber Top chord 42 SP # 2 Dense 32 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 :W4 42 SP #2 Dense: 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 274 plf at 0.13 to 274 pit at 23.00 BC: From 15 pit at 0.00 to 15 plf at 23.00 TC: 615 lb Conc. Load at 23.00 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 321 W5X6 O 1.50 Additional Notes See detail STRBRISR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up, 23'1"8 Snow Criteria ( P9.Pf in PSF) I Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA CC NA CAT: NAI PP Deflection in loc L/defi U# Loc R / U __ / Rw / Rh / RL l W Pf: NA Ce: NA VERT( LL): 0.031 T 713 360 AK-341 / - / - / - / - / 254 Lu: NA Cs: NA VERT( TL): 0.182 T 206 240 V / 1873 Snow Duration: NA HORZ(LL): 0,007 R - AK Min Big Width Reg = - HORZ(TL): 0.026 R j Bearing AK is a rigid surface. Code / Misc G "'aria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0,936 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.247 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: No Max Web CSI: 0.641 Chords Tens.Comp FT/RT:0(0)/0( 0) Plate Type(s): Q-R 2620 0 WAVE VIEW Ver 17.02. 01A.1114.21 Maximum Bot Chord Forces Per Ply (Ibs) 1 Chords Tens.Comp. V - U 0 -2363 n a AT Cap" 0 27H' r8pgr S/ ONAk- , Maximum Web Forces Per Ply ( lbs) Webs Tens -Comp, Webs Tens, Comp. A -AJ 0- 433 U- R 0- 3045 V - Q 2839 0 Maximum Gable Forces Per Ply ( lbs) Gables Tens.Comp. Gables Tens. Comp. AJ- B 0- 554 O- W 0 - 388 D -AH 0- 379 Q- U 0- 2498 Ofi?0/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s ire extreme care in fabricating, handling shippin installing,and brac'nqq. Refer to and follow the latest edition of BCSI (Building en S fety Information, by TPI and SBGA) reF $afetyractices prior to perflorming these functions. Installers shall provide terhporarY I per BG SI. Unless noted otherwise, top chord shall have properlyV attached structural sheathing and bottWn Nord shall have a proRerly nggid ceding Locations shown for permanent lateral restraint of webs shall have bracingg ins ailed per CgSI sections B3, B7 or 10, icabl Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 3s 16A-Z for standardplatepositions. a division of ITW Buildin1 Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the c0afpprmance with ANSI/'I PI 1, or or handling, shipping, installation and bracmg of truss?sA gal on this dr wi g or cover page this drawing indicates accgptancg of professrona[[ gn maering re pons77bility so elyor tthhe dgs gn shown. The su€t'ability g off this draw€rig foranystructuresaresponsib€1 ty?go t e uild rig Dgslger per ANSjAp 1 Sec.2. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20951 Ply: 1 SEQN: 540162 / T7 ( SY42 Cust: RR408 JRef: 1WbY4080012 7499 - B /7499 - B -DAVID WEEKLY Qty: 5 FRQM: RF DrwNo: 170.18.1340,02642 Truss Label: F04 KM / BAF 06/19/2018 10'6" i t'6" 231 "8 2, 6,.12 -{ 2' 6"12---+--- 2'6"12 —'i' ` 2.612 y h- 17. -{ j- 2.6.12 --f- 27"8 111"12 W = 3X4 3X10[ 3} 3X6 -3X6 =4X10 -3X6 1II2X4 A B C D E F G H I J K L y 10, W T S R Q P O N 3X8[ 2)-3X8[51 =3X4 3X4 3XIOt151 -4X6 3X6 W = H0312 212" 1'11"8 ^r Loading Criteria (pst} 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 MW FRS 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 chard 4x2 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bit 21 W3X8 2.75 L 1,25 [3] W3X10 5.25 L 1.2 5] W3X8 4.00 L 1.25 (151 W3X10 5.00 R 1.2 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. Webs are square cut except dbl diagonals or as otherwise shown, Truss must be installed as shown with top chord up. 23' 1"8 5 Snow Criteria (Pg,Pf In PSF) I DefI1CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA, PP Deflection in loc L/defl L/# Loc R / U / Rw I Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.357 E 690 360 U 1095 / - / - 1- / 6.0 Lu: NA Cs: NA VERT(TL): 0.809 E 427 240 O 2068 /- / - 1- / 8.0 Snow Duration: NA HORZ(LL): 0.052 B - - U Min Brg Width Req = 1.5 HORZ( TL): 0,084 B O Min Beg Width Req = 1.5 Code t Misc Criteria Creep Factor: 2.0 Bearings U & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.947 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI: 0.829 Rep Factors Used: Yes Max Web CSC 0,868 Members not listed have forces less than 375# FTlRT: O(0}/0(0) Maximum Top Chord Farces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Cornp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1114.20 B - C 0 -3406 G - H 0 -4334 C - D 0 -3406 H -1 30 - 2975 Special loads D - E 0 - 4341 I - J 30 - 2975 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) E - F 0 -4346 J - K 1300 0 TC: From 100 plf at 0.12 to 100 plf at 23.00 F - G 0 -4334 BC: From 10 plf at 0.00 to 10 pif at 23.00 TC: 615 lb Conc. Load at 23.00 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. U- T 1983 0 Q- P 3969 0 T- S 4190 0 P- O 1351 - 637 S - R 4190 0 O-N 0 -1207 e R - Q 4346 0 5 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. U- 0- 2203 P- J 1872 0 B- T 1573 0 J- O 0- 2398 4b T-D 0 -867 O-K 0 -%8 D - R 519 -382 K - N 1392 0 qa Q- H 830 0 L- N 0 - 635 H - P 0 -1172 s % § ATE $a opov 0 278 xR Rdl O( 7 2 2018 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regriire extreme care in fabricating, hat ldlingshippin installing and bracing Refer to and follow the latest edition of BCSI (Building Component efety Information, byY TPI anc7 SBGA) frli safety ractices prior to performing these functions. Installers shall provide temporarryY bracinqerBGSt. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hard shall have a properly attachud rigqid ceiling Locations shown for permanent lateral restraint t1f webs shall have bracing installed per BC I sections 83, B7 or B10, as applicabl Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16, A-Z for standard plate positions. Alpine, a division of ITW BuildinlCompon nts Group Inc. shall not be responsible for any deviation from this drawin annYfailure to buildthe truss in conf rmance with ANSIIT PI 1, or or handling, shipping, installation and braacini of truss? A gal on this nr ovdn r he su if bili listin thisrawingindicatesacceptanceofproessonaenineedres7tythdanduseothisuawingforanystructureisfireresponsibiiitroftheBuildingResigtierperANSI(TI 1 Sc.. e,... .1- 1 I .... ..... —. ra i. ,.,..,,., -,00e . eat^a- ww,., enrinn„ern. rnm- /lC www u carp 101111611*1 P UY I! lY dt MP41r 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20951 Ply: 1 SEQN: 540163 t T31 SY42 Cust: R408 JRef: 1WbY4080012 7499 - B 17499 - B -DAVID WEEKLY Qty 2 FROM: RF DrwNo: 170 18,1407,37030 Truss Label: F04A KM / DIP 06119/2018 10'6" 11'6" 2 S 1"8 10'6" 1 117* 8 2.6"12 --] f- 2'6"12 2'6"'12 -F" 2'6"12 17' 2.6"12 —r' -- 27'8 --}- I'll "12 -{ W =3X4 3X10 3X4 1112X4 3X6 = 4X10 5X8 II14X4 A B C D E F G H I J K L T 4 3X8[5] 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: 5560 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 it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP # 1 Dense Sot chord 4x2 SP # 1 Dense Webs 4x2 SP #3 : W 16 4x2 SP #2 Dense: Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 5] W3X8 3.75 L 1.25 [1l] W3X4 1,25 L 1,25 17] W4X6 1,25 R 1.25 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Special loads Lumber Dur. Fac.=1. 00 / Plate Duc Fac.=1.00) TC: From 100 plf at 0.12 to 100 pif at 23,00 BC: From 10 pif at 0.00 to 10 pif at 23.00 TC: 1416 lb Conc. Load at 23.00 a division of READ AND THIS DRAW rPI i, ort rr acceptance any structure at notes, page an S R Q P Oi _ N 3X4=3X4(11] 4X10= 4X8[17] 5X8 W =H0312 2IT" l' l1"8 -" 23' 1"8 Snow Criteria (Pg,Pf in PSF) I Deft/CSl Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAB PP Deflection in loc L/defl L/# Lac R / U / Rw _/ Rh / RL ( W Pf: NA Ce: NA VERT(LL): 0.251 E 981 360 U 1021 / - / - 6.0 Lu: NA Cs: NA VERT(TL): 0.749 E 500 240 O 3177 / - / - (- 8.0 Snow Duration: NA HORZ( LL): 0.037 B - U Min Brg Width Req = 1.5 HORZ(TL): 0,072 B O Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings U & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0,945 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI: 0.858 Rep Factors Used: Yes Max Web CSI: 0.988 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, HS VIE .02. 01A.1115.21 I B - C 0 -3100 G - H 366 - 3683 C - D 0 - 3100 H - 1 1418 - 2036 D - E 346 - 3697 1 - J 1418 - 2036 E- F 353 - 3698 J- K 3122 0 F - G 366 - 3683 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp. U- T 1832 0 Q- P 3185 - 786 T- S 3728 0 P- O 814 - 2252 S- R 3728 0 O- N 0- 2926 R - Q 3698 - 353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. t t r U- B 0- 2036 H- P 0 -1428 rr B- T 1402 0 P- J T - D 199 - 695 J - O 2125 0 0 - 2621 D - R 316 -684 O - K F - Q 0 - 486 K - N 0 -1973 3374 0 d *A*+ * Q -H 1078 0 L-N 0 -1541 e TE p 00 2788° rzr lft7 A'l- 7'r anegr ltraatttats't'' 0(i 2( 1r2013 V ALL NOTES ON THIS DRAWING!------- ___--------------_--.--. ALL CONTRACTORS INCLUDING THE INSTALLERS ara, installing.and bracin Referto and follow the latest edition of SCSI (Building ctices prior to perforTttingthesefunctions. Installers shall provide temperarrYY a properl attached structural sheathing and bottom hord shall have a propQerly restraint f webs shall have bracing installed per BC i sections B3, 67 or 810, as shown above andontheJointDetails, unless noted otherwise. kefer to , II not be responsible for any deviation from this drawing an failure to build the ALPINE q, installation and bracing of trussesA seal on this d fiwiX9 or cover pa_ ge 675p Forum Drive t ngme ring responsibility solely for 1thhe des'ggn shown. The suitability dbi ity of teheBuildingQestgerperANSIRPI1Sac. Suite 305 ALPINE. w alpineitw_ om: TPI- w,vw_tpinst org; SBCA. v sbcinduslry. of ICG www msafe wrl Orlando FL, 32821 Job Number: 20951 iPly I SEQN: 540164 1 T39 I SY42 Cust: R R408 JRef: I WbY4080012 7499 - B /7499 - B -DAVID WEEKLY Qty 6 FROM RF D(wNo. 170,18.1340,02253 Truss Label: F08 KM I WHK 06/19/2018 2'4"31 5,51,8 2*4" 8 8 8"8 2'4"8 3" — 2' TYP) III 2X4 1112X4 =3X4 =3X4 =1X3 A 8 C D H 3x6 1111 X3 1X3 G 3 X4 III 2X4 3-6" 1 -11 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf,n PSF) Defil/CSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Lc R/ U/ Rw I Rh RL W------- TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.067 D 389 360 1 44 /400 /- / - - - BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.193 D 201 240 G 1330 /. / - / - - /8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0,028 C - - I Min Brg Width Req = - Des Ld: 55.00 EXP. NA HORZ(TL): 0+054 C G Min Brg Width Req = 1.5 NCBCLL: 10,00 Mean Height: NA ft Code I III Criteria Creep Factor: 2.0 Bearing G is a rigid surface. TCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.977 Bearing G requires a seat plate. Soffit: 2.00 BCDL: NA psf Load Duration: 1,00 TPI Std: 2014 Max BC CSI: 0.563MWFRSParallelDist" NA Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: NA ft I Rep Factors Used: Yes Max Web CSI: 0,387 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT1RT:0(0)/0(0) Chords Tens,Comp. Plate Type(s): . . . ....... . ............. 1: NA GCpi: NA L Wind Duration: NA WAVE VIEW Ver: 17,02.01A.1 114.21 B -C 885 0 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Chords Tens.Comp. Chords Tens. Comp, Webs 4x2 SP #3 I-H 0 -870 G-F 0 -838 H-G 0 -885 Hangers / Ties J) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp, Deflection estimate assumes composite action with I-B 1015 0 C-F %4 0 single layer of the appropriate span rated glue -nailed G-C 0 -930 D-F 0 -474 wood sheathing. Webs are square cut except dbi diagonals or as otherwise shown. Negative reaction(s) of -400# MAX. from a non -wind load case requires uplift connection. See Maximum low", Reactions. Truss must be installed as shown with top chord up, 5 ATE C A 27 NAIL. 06/2012018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricatino, shipping rig and bracin .. Refer to m and follow the lalest edition of SCSI (Building SfetyInformationb `TPI an S CA) e practices prior to perfo in these unction$. Installers shall provide tempera IBM. Unless noted herwise,top chord shall have properl attached structu al sheathingand bottom hord shall have a proga rl 0lyiied. ceiliny. Locations shown for permanent lateral restraint f webs shall have bracing installed per BC I sections B3 67 or AR I, plates to each face of truss and position as shown above and on the Join?Details, unless noted otherwise, Refer to 60A-Zqoprystandard platepositions. i Pi 1, or tor r accastructure any hisd in an failure to build the I" I %,ggmi on thTwidorcoverpa sule Ij4L09sjgnIhown. The bll,ty 1m LcKreu,, 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20951 Ply 1 SEON 540165 / T42 SY42 Cost: R408 JRef. 1WbY4080012 7499-B 17499-B -DAVID WEEKLY Q11y I IFROM CH OrwNo: 170 18 1340,02595 Truss Label: F08A I I KM / WHK 06j`1912018 115'18_____{____,__,__78 115,18 4' 17-8 --1 f-- 178 1- 11- 12 4X6 =3X6 1112X4 A D E J 3X6 K ---- I H 114X4 1--- T6 - -------------------- k— 1, 11"8 -- 5'5"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf,n PSF) Clefl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R /U Rw Rh I RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,034 E 771 360 K' 69 /_ 34.0 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.097 E 450 240 1 871 1 - /8.0 BCDL: 5.00 Category: NA Snow Duration, NA HORZ(LL): 0.010 0 - K /845 EXP: NADesLd: 56M HORZ(TL): 0,019 D K Min Brg Width Req = - NC6CLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor: 2.0 1 Min Brig Width Req = 1,5 TCDL: NA psf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0,563 Bearings K & I are a rigid surface. BCDL: NA psf Bearings K & I require a seat plate. Load Duration: 1.00 j MWFRS Parallel Dist, NA TPI Std: 2014 Max BCCSI: 0.144 i Rep Factors Used: NaMax Web CSI: 0,493Spacing: 24.0 C&C Dist a: NA Q Members not listed have forces less than 375# Loc. from endwall: NA FT/RT10(0)/0(0) Maximum Top Chord Forces Per Ply (lbs) 1: NA GCpi: NA Plate Type(s): Chords Tens.Cornp. Wind Duration: NA I WAVE VIEWVer: 17.02.01X1114,21 L ------ A-D 945 0lurn—br Top chord 42 SP #1 Dense Bot chord 42 SP #1 Dense Maximum Bat Chord Forces Per Ply (lbs) Webs 4x2 SP #3 Chords Tens.Coinp, Chords Tens. Comp, Special Loads J - H 0 -939 H-G 0 -898 Lumber Dur.Fac,=1.00 / Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply (lbs) TC: From 100 plf at 0.00 to 100 plf at 5,33 BC: From 10 plf at 0.00 to loplf at 5.33 Webs Tens.Comp. Webs Tens. -,Comp. TC: 480lbConc. Load at 5.21 A-K 869 -15 D-G 1036 0 Plating Notes A-J 0 -1332 E-G 0 -473 H - D 0 -799 All plates are IX3 except as noted. Additional Notes Deflection estimate assumes composite action with rmt single layer of the appropriate span rated glue -nailed PS FL,.z wood sheathing, 4t, Webs are square cut except dbl diagonals or as I otherwise shown. Truss must be installed as shown with top chord up. I 4, 0 A 7 ON06/20k2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa catino, handling, shippin,, installing and bracing. Refer to e ?,ndfollow the latest edition of BCSI (Building Component fetyInformation, b,`TPI an S ractices prior to perf) Ming these unctions. Installers shall provide tempera St. Unless noted o herwise,top chord shall have property attached bracing perSiestructuralsheathingand bottWnC g Nord shallhave a property attached ceiling. Locations shown forpermanent lateral restraint of webs shalhave bracinginstalled per I sections B3 ' B7 or 10 1 1, as applicable. ApplyOatestoeach face o truss and position as shown above and on the JoinDetails, unless noted otherwise. keferto' drawings 160A-Zforstandardplatepositions. ALPINE Alpine, a division of ITW Buildini om%,),npnts Group Inc, shall not be responsible ran deviation from this drawingaa, failure to build the In-Issiric nformancewithNSI11orhailinjshippiny, installation and br cin V trussysA real on this dwi or cover p is n ) , ( I lij soely or tp des V, fflblbility 2400 Lake Orange Dr, ns bi design0thisrinindicatesacceptanceroassonal. ?in I arm 9 c.ih n. The su an use oItisrawingforanystructureiseresponsiot?i ft a ull ing Designer PI Suite 150 For more m( ormation see this job's qenoralooters page and these web sites ALPINE www.aipmeitw.com, TPf. wwwtpireoorq.SBCA wwwsbandustry coin, ICC w iccsalooff) Orlando FL, 32837 Job Number: 20951 Ply I -T SEO N: 540176 1 T30 I SY42 Cust: R R408 JRef. I WbY4080012 7499 - B /7499 - B -DAVID WEEKLY City I FROM CH DrwNo: 170 18,1340,02471 Truss Label: F08B I KM / WHK 06/19/2018 Loading Criteria (psf} TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ldl— 55-00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spicing: 24,0 " Wind Criteria Wind Sid: 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 1: NA GCpi: NA Wind Duration: NA 178 - 1")2 2 g 1-11"12 ILI 1 X3 1112X4 1111X3 =1X3 A B D E T 1+10* K I X3 11121X4 III 1X3IIII X3 3'4"12 — ------------ J-- 111"8 Snow Criteria (Pg,Pf,n PSF) Pg' NA Ct: NA CAT: N/ Pf- NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sti:L 2014 Rep Factors Used: Yes FT/RT:0(0)10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl 1_/# VERT(LL): 0.009 E 999 360 VERT(TL): 0.015 E 999 240 HORZ(LL): 0.002 D - - HORZ(TL): 0.003 D Creep Factor: 2.0 Max TC CSI: 0,349 Max BC CSI: 0,072 Max Web CSI: 0.087 VIEW Ver: 17.02.01A.1114.21 Lumber Top chord 42 SP 92 Dense Sot chord 42 SP #2 Dense Webs 42 SP #3 Special Loads Lumber Our.Fac.=1.00 I Plate Our,Fac.=1.00) TC: From 100 plf at 0.00 to 100 pit at 5.33 BC: From 10 plf at ODO to 10 plf at 5,33 TC: 270 lb Cone. Load at 1,53 Plating Notes All plates are 3X4 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed th wood sheathing. Webs are square cut except dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. A Maximum Reactions (lbs), or *-PLF Loc R I U /Rw /Rh IRL /W K* 187 /- /- 1- /- /32.8 1 346 1- / - 1- 18.0 K Min Brg Width Reg = - I Min Brq Width Reg = 1.5 Bearings K & I are a rigid surface, Bearings K & I require a seat plate. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. i - 6 0 -428 1_7 J E 0 27 ell, 06,'20/2018 WARNING.. READ AND —FOLLOW ALL —NOTES ON THIS --DRAWIN-G!___'____ IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatia handling, shippin, in§talling,and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SECA) r safetyty ractices prior to performing these functions. Installers shall provide teporaSA attached structural sheathingand bony hord shall have a proge y31, Unless noted o herwise,top chord shall have proped liei in Locations shown foridc11')1% ermanent lateral restraint f webs shall have bracinp installed per C I sections B3 B7 or 10e. A elites to each face ofFiruss and Dosition as shown above and on the Join Details, unless noted otherwise. kefer to a division of any his drawing ,.,an f lure to build the dg' a, Iga onthT, r w, g or To,erspa Lq , g u bflIty Oqsn §hown. he ALPINE w! nn c01- 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20951 Ply 1 SEQN: 540166 / T21 SY42 Cost: R408 JRef iWbY4080012 7499 - 6 /7499 - 6 -DAVID WEEKLY Qty 3 FROM RF DrwNo. 170.18.1407A3570 Truss Label: F09 I KM / DF 06/19/2018 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 " 310"2 4'2"8 7'8"4 g1 1111 X3 1114X6 -3X4 1112X4 =3X4 =1X3 AB C D E F K J I H 1111X3 =3X4 s3X4 =1X3 3X4 J—474 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA If Loc. from endwall: NA l: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense :T2 4x2 SP #2 Dense: Bat chord 4x2 SP 92 Dense Webs 4x2 SP #3 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 7'8"2 Snow Criteria (Pg,Pf in PSF) Fig: NA Ct:NA CAT:NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code t Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:O(0)M(0) Plate Type(s): WAVE 31" --- .... Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.113 F 343 360 VERT(TL): 0.224 F 231 240 HORZ(LL):-0,037 H - HORZ(TL): 0.055 H Creep Factor: 2.0 Max TC CSI: 0,908 Max BC CSI: 0.515 Max Web CSI: 0.134 VIEW Ver: 17.02.01A.1115.21 T 4' 4 06/20/2018 Maximum Reactions (Ibs) Loc R / U 1 Rw / Rh / RL / W A 141 /134 1- 1- /3.1 1 889 /- /- /- /8.0 A Min Brg Width Req = 1.5 1 Min Brg Width Req = 1.5 Bearings A & I are a rigid surface. Bearing I 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 520 0 D-E 5W 0 C - D 520 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. J-1 0 -520 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B- J 0- 568 1- E 0 - 405 D - 1 0 - 506 WARNING.* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricating handlingq shigpin installing and bracing. Refer to and follow the latest edition of SCSI (Building Component aafety Information, bVy TPI and SBCA) fb( safety ractices pnor to performing these functions. Installers shall provide te9poran[ bracin per BGSI. Unless noted otherwise,top chord shall have properix attached structural sheathing and bottom hord shall have a prop enyattachdrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per tsC l sections B3, B7 or B 10, as applicable. Apply plates to ach face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings160A-Z for standard pate positions. Alpine, a division of ITW Buildinccii Components Group Inc. shall not be responsible for any deviation from this dr wing any failure to build the truss in conformance with ANSI/TPI 1, or for handlin shippin , inst llatian and bracing of trussesA gal on th :: drawing or over pagelistingthisrowing, indicates acceptance of pro"essiona ng ngeerin resports7bility solely r thg dgs gn hown. Vhe suftabrlityanduseofthiscawingforanystructureistheresponsibiitoftheuildingDesignerperANSI/TP f Sec. . car MV iRV @NfM1iY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20951 7499 - B /7499 - B -DAVID WEEKLY Truss Label: F09A 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 " 172 - 1'4" TYP) ill 2X4 A Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bet 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. Fasten rated sheathing to one face of this frame. Plating Notes All plates are IX3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 7'8"4 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: W Pf: NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE I SY42 Cust: R R408 JRef: 1 WbY4080012PlyISEQN: 540167 1 T29 Qty: I FROM RF OrwNo: 170.18.1340.02440 KM / WHK 06/19/2018 Defl/CSI Criteria PP Deflection in Inc Lidefl L/# VERT(LL): 0.000 E 999 360 VERT(TL): 0,000 E 999 240 HORZ(LL): -0.001 6 - HORZ(TL): 0.002 6 Creep Factor: 2,0 Max TC CSI: 0.071 Max BCCSI: 0.017 Max Web CSI: 0.031 VIEW Ver: 17.02.01A.1 114.21 4/ ATE 0 N MNM, 40 278 Okr,. 06120,2018 H A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh IRL 1W 1' 108 /- /- I- /92.2 1 Min Brg Width Req = - Bearing 0 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 h ndl* I , installing and bracing. Refer to and follow the latest edition of BCSI (Building t llre ln ractices prior to perfiSfetyInformation, b TPI anO'S9CA)"I& 'sa Dr%iing these functions. Installers shall provide tempera r BeSI, Unless noted o herwise,top chord shall have properly attached structural sheathingand bott(gnermanentlateralrestraintofwebsshallhavebracingins, C ghord shall havp propsiidceiling. Locations shown for alled per CSI sections B3, 7 or ly e. Apply plates to each face for and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. ipi 1.orfor r accartance r anystructurehis drawinua failure to build the onthisdriorcoverpaLq. 09sign §hovin. The suitability ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B /7499 - B -DAVID WEEKLY Truss Label: F10 Ply: 1 SEQN: 540168 1 T36 SY42 Cust R408 JRef: iWbY4080012 Qty: t I FROM RF DrwNo 170.18.1407.45330 KM / DF 06/19/2018 2' 10"8 - 5'0"4 — 7 9 4 210"8 21"12 2'9" 3"} —__ 2'6" — "1 TYP) 3X4 = 3X4 A B C D t 10, T9"4 Loading Crftetia (psf) Wind Criteria Snow Criteria fPg.Ptin PSF1 De8/CSI Criteria TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deft L/# TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA ( VERT(LL): 0,029 G 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0,057 G 999 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.010 B - - Des Ld: 55.00 EXP: NA Mean Height: NA it HORZ(TL): 0,013 B NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0IR Soffit: 2.00 BCDL NA psf i Bldg Code: FBC 2017 RES Max TC CSI: 0.472 Load Duration: 1,00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.250 Spacing: 24.0 " CS,C Dist a: NA it I Rep Factors Used: Yes Max Web CSI: 0.156 Loc. from endwall: NA FT(RT:0(0)10(0) I: NA GCpi: NA Plate Type(s): i Wind Duration: NA WAVE I VIEW Ver: 17.02.01A.1115.21 Lumber V Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. WK0 f UT 00 278Aiutnaiuott v 00! 220 2018 Maximum Reactions (lbs), or "=PLF Loc R / U / Rw / Rh / RL / W H 387 /- /- /7.2 K" 124 / - / - / 44.0 H Min Brg Width Req = 1.5 K Min Brg Width Req = - Bearings H 8 K are a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 - 506 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H- G 505 0 F- E 509 0 G - F 506 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. H- B 0- 562 C- E 0 - 560 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme Dare in fabr eating, handling shipping installing,and bracinq Refer to rid follow the latest edition of BCSi (Building nent Safety Information, by TPI and SBCA) ter safe practices prior to performing these unctions. Installers shall provide temporary Iper3St.. Unless noted o herwise,top chord shall h ve proper)Y attached structural sheathing and bottom har shall hav a prayer y d rigid cedrnq. Locations shown fof permanent lateral restraint of webs shall have bracing installed per BC I sections 83, 7 or t110, cablee Appty Blokes to each face_ of truss and positron as shown above and on the Joint Details, unless noted otherwise. f7efer to s160A-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin anV failure to buildthe conformance with ANSI! r PI 1, or for handling, shipping, installation and bracing of,trussesA eat on thi dr wing or he suait bill this 5lrawinginficatesacceptanceqrfprofessionalengineeringr® ponsrblhty solely r the dosh shown. ty e o this draw ng or any structures a responsibility of the uild ng esig er per ANSI PI 1 c. V lTw ; ELNfNNY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 2095t 7499 - B /7499 - 8 -DAVID WEEKLY Truss Label: I'll Loading Criteria (psi) 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 " Ply 1 SEQN: 540169 / T40 SY42 Cust: R408 JRef 1WbY4080012 Qty: I FROM: RF DrwNo: 170.18.1407.51963 KM I DF 0611912018 3" 2'0" 10 3" 2'011 10 II 1 X3 1 X3 A 3 X 4 1112X4 B C 7T 10' 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 It Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bat chord 4x2 SP 92 Dense Webs 42 SP #3 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1 X3 D 3X4 = 3X4 47'4 Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)10(0) Plate Type(s): WAVE DeflICSI Criteria PIP Deflection in loc L/defl Uff VERT(LL): 0.004 B 999 360 VERT(TL): 0.007 B 999 240 HORZ(LL): 0,001 D - - HORZ(TL): 0,001 D Creep Factor: 2,0 Max TC CSI: 0.294 Max BC CSI: 0.312 Max Web CSI: 0.064 VIEW Ver: 17.02.01A.1 115.21 Wz 4/ ATE 0 A 0 0 278 06,,20,220 18 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL 1W E 239 I- I - /7.2 D 254 / - / - 16.0 E Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings E & D are a rigid surface. Bearing E 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 quire extreme care in fa cafiahgncllingshippin installing,and bracing. Refer to ?,nd follow the latest edition of SCSI (BuildingtjefetyInformation, b 1pf E l?" J PI an S CA) r safety practices prior to performing these unctions. Installers shall provide temper 8 SL Unless noted o herwise,top chord shall have properIx attached structural sheathin and bottom hord shall have prop,. ,yinslqalledperBCIsectionsB3, 7 or I O id ceilin,?,. Locations shown forpermanent lateral restraint f webs shall have bracing1 9 IW _ A p y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. (Refer 6 A Z or standard plate positions. Pon I F'j 1, or for r acceptance any structure from this drawinj,an ,gfailure to build the kealonthidwiVnorcoverp9: tM dq's''n!h. . Th. uXtility IANSIPIIc. . 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20951 ply:1 SEQN: 540170 1 T4 SY42 Cust: R408 JRef: 1WbY4080012 7499 - B 17499 - 6 -DAVID WEEKLY Oily: 6 FROM: RE DrwNo: 170.18.1408.19153 Truss Label: F12 KM I OF 06119/2018 3" F 2'6 ill 1 X3 1 X3 3X4 1112X4 A 6 C z 10, D 3X4 3X6 378 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Ciefl/CSI Criteria TCLL: 40,00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 10D0 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.001 6 999 360 BCLL: 0,00 Enclosure: NA Lu: NA Cs: NA I VERT(TL): 0,002 B 999 240 BCDL:_. 5.00 Category: NA Snow Duration: NA HORZ(LL): 0,000 D - - EXP: NA Des Ld: _5 _00 Mean HeHeight: NA it HORZ(TL): 0.000 D NCBCLL: 10,00 TCDL: NA psf C -de / Misc Criteria Creep Factor: 2.0 Soffit: 2,00 BCDIL * NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0,347 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BCCSI: 0.180 Max Web CSI: 0,057Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Loc. from endwall: NA FTIRT:0(0)/0(0) 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17,02 01A.1 115,11 Lumber Top chord 4x2 SP #2 Dense But chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers I 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. Webs are square cut except dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up, 5TATE R5 0 278"",,, /O N A 06/20/2018 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh IRL 1W E 186 / - / - / - / - /5.5 D 200 1- / - / - / - / - E Min Brg Width Reg = 1.5 D Min Bnq Width Reg = - Bearing E 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 req re extreme care in fabricatia handlin& shipping and bracing, Refer to E practices and follow the latest edition of BCSI (Building Component efety Information. by TPI an SBCA) safety 1 prior to performing these unctions. Installers shall provide temporary bracin per B St. Unless noted o herwise,top chord shall have proper) attached structural sheathingand bottom horcl shall hjvta progoy attachrigid ceiliny, Locations shown forrermanent lateral restraint f webs shall have bracing 7 or 10, I I ns ailed per C I sections B as applicable. App y Oates to each face o truss and position as shown above and on the Join details, unless noted otherwise. efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Compon nits Group Inc. shall not be responsible ran deviation m this drawin,%,an failure to buildthe truss in c9nf nuance with I PI 1, or or ban lin shipping, installationInd bracingI truss sA eal on thi dr wl or coder pig listing this r win , indicates acceptance (?f pre erin r s nsi ill sat n T lity ruseothiswingoranystructureise' X 9 the r per W " 1 _jho in. and responsibility f Building a ig For mare informat[an see this lab's aenoral notes naae and these web sites, ALPINE- www.alpineifw.eom: TPI: www.tpinstorq: A —Sband'Wacowicc w 'Gcsaf IWM-- 1W _010- 6750 Forum Drive Suite 305 Orlando FL 32821 Job Number: 20951 7499 - B 17499 - B -DAVID WEEKLY Truss Label: F13 P R 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: 19.1 " 1'4"12 -"-- 1'4" ^-{ TYP) Ply 1 SEQN 540171 / T37 / SY42 Cust: RR408 JRef 1WbY4080012 Qty 1 FROM: RF DrwNo, 170.18.1340.02254 1 KM / WHK 0611912018 112X4 A I Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA 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. Fasten rated sheathing to one face of this frame. 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. I 112X4 10,81, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria F,-87 aximum Reactions (ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# R / U — / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0,000 S 999 360 / - / - / _ / 128 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 J Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.001 1 Bearing R is a rigid surface. HORZ(TL): 0.002 1 Code ( Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TC CSI: 0.081 TPI Std: 2014 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.025 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114,21 W_ g g P 8 ATE la 0 278r c ttsetstt' 06/2012018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Aqire extreme care in fa ricating, handling shiRping installing, and bracin Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, byy TPI an SBCA) tar safety practices pnor to perfor7giling these tunctions. Installers shall provide temporanntt BGSI. Unless noted atherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly lid ceilingg. Locations shown far ermanent lateral restraint f webs shal have bracing ins , sled per BC I sections B3, B7 or 810, 6 ARRpfy pplat 1s to each face ofptruss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. IPI 1, or for r acceptance any structure his dr win an failure to build the on the drvrrirlg or cover page Le desjgn shown. The suitability F % .3 1, F= IW_WP0. 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20951 7499 - B 17499 - 8 -DAVID WEEKLY Truss Label: F14 4 47 3X4 j— 511 "4 Ply I SEON 540172 1 T28 / SY42 Cust: RR408 JRef: lWbY4080012 Oty: 1 !FROM CH DrwNo, 170 18,1340,02315 1 KM / WHK 06/19/2018 510"8 7 578 Xj, —' 2'4"12 2'4"12 ill 1 X3 Ili lX3 1X3 =3X4 1111X3 =3X4 A B C D E 4-8.12 3" 1, Ill 2X4 F 10,81, - ---------- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TOLL: 40.00 Wind Sl NA Pg: NA Ct: NA CAT: W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: NA Lu. NA Cs: NA BCDL:--. 5.00 Category: NA Snow Duration: NA EXP: NA Des Ld: 55_00 Mean Height: NA Ift NCBCLL: 10.00 TCDL: NA psf Code I Misc Criteria Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 19.1 C&C Dist a: NA Ift Rep Factors Used: Yes Loc. from endwall: NA FT/RT:0(0)/0(0) 1: NA GCpi- NA Plate Type(s): W iind Duration:: IN LWAVE Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up, OefI/CSI Criteria PIP Deflection in loc Lidell U# VERT(LL): 0.021 C 999 360 VERT(TL): 0.046 C 999 240 HORZ(LL): 0.005 B - - HORZ(TL): 0.008 6 Creep Factor: 2.0 Max TC CSI: 0.356 Max BC CSI: 0.317 Max Web CSI: 0.119 VIEW Ver: 17,02.01A.1 114.21 ATE 0 0 278 NA _ 06,20/2018 10, A Maximum Reactions (Ilbs) Loc R / U IRw /Rh /RL 1W J 304 1- /7.3 H 365 1- /8.0 G 270 J Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 G Min Erg Width Req = - Bearings J & H are a rigid surface. Bearings J & H require a seat plate. Members not listed have forces less than 375# Maximum Bat Chord Forces Per Ply (lbs) Chords Tens.Comp. i - 1 393 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. i - 6 0 -443 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rewire extreme care in fa catin8,h c1l' In )stalling and braciny. Refer to and follow the latest edition of BCSI (BuildingnComponentIfetyInformation, l an,tSBaCnA)n&'s.'.Tyn ia"ctices prior to perfor ing these unctions. Installers shall provide temporary bracing Sin. Unless noted o herwise op chord shall have properl attached structural sheathingand bottom ghord shall havy progelattachidilin?. Locations shown for lateral restraint f webs shall have bracing nqiceipinstalled per BC I sections 63, 7 or 10 asapplicable. A lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to drawings160A_Zpfor ysVZdardplatepositions. Alpine, a division of ITW Buildi omponpints Group Inc. shall not be responsible for any deviation from this clr iwdin ang failure to build the this h1.1w trussincgriformancewithANST011, or or handling shipping, installation and bracing of trussesA real on s drawing q orqpverspa h r b,ftyis ulistingthisrawfiriinclicalesacceftance9foassonainaiWbifi solely or the de gan Ihovkfn. and useofthisrawingoranystructureisprofessionalresponsibiTi7? orthnenguiriedsinpcgesig er per ANSIITPI I c. Ow _MV11 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10; 115 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 S 2x4 Brava Gable Vertical Spacing Species Grade No Braces 1)ix4 'L' Brace M 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace s 2) 2x6 'L' Bruce Group A Group B Group A Group B Group A Group B Grow A Group B Group A Group B Q1 U 0H u S P F P 1 / #2 4' 9' 8' 0. 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' o' 14' 0' 14' 0' 3 4' 6' 7' 6' e' 0' 9' 4' 9' 9' 111 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 7' 5' 7' 11' 9' 4' W 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' standard 4' 6' 6' 5' 6' 10, 8' 7' 9' 2' it, 2' 11' 7' 13' 5' 14' 0' 14' 0' 14' 0' S P D P L 1 4' 11' 8' 2' 8' 5' 1 9' 7' 10, 0' il' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 9' 8' 0' 8' 4' 9' 6' 9' 10' it, 3' 11' 9' 1 14' 0' 14' o' 14' 0' 14' 0' 3 4' 7' 6' 9 7' 2' 9' 0' 9' 7' 11' 3' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 47 1 3' 11' ' 14' 0' 4 14' 14' Standard 4' 6' 6' 0' 6' 4' 7' 11' 8' 6' 10' 9' 11' 6' 12' 6' 13' 4' 14' 0' 14' 0' U 4-> LJ S P F 1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12, ill 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 2' 9' 1' 9' 6' 10, 9' II' 2' 12, 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 2' 9' 1' 9' S' 10' 9' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' o' Q1 F Standard 5' 2' 7' 10' 8' 4' 10' 6' lip 2' 12, 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' P D F L 1 5' 8' 9' 4' 9' 8' it, 0' 11 55' 13' 1' 13' 7' 14, o' 14' 0' 14' 0' 14' 0' 2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 3' 8' 10' 10, 9' il' 2' 12, 10, 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 3' 8' 3' 8' i0' 10, 9' 11' 2' 12, 10' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 2' 7' 4' 7' 9' 9' 9' 10' 5' 12, 9' 13' 4' 1* 0' 14' 0' 14' 0' 14' 0' d S P F 1 / #2 5' 11' 10, 1' 10' 6' 11' 11' 12' 5' 1 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' e' 10, 0' 10' 4' 11' 10' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' V 14' 0' x d U x u FII Stud 5' 8' 10, o' 10' 4' 11' 10' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 01 14' 0' Standard 5' 8' 9' i' 9' 8' 11' 10' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' SP D F L 1 2 1 4 4 3 5' 10' 9' 7' 10, 2' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' o' 14' 0' 14' 0' Stud 5' 10' 9' 7' 10, 2' il' 10' 12' 4' 14' 0' 14' 0' 14, 0' 14' 0' 14' 0' 14' 0' Standard 5' 8' 8' S' 9 0' 11' 3' 12 0' 14' 0' 14' 0' 14' 0' 14' 0' 19' 0' 14 0' ayrw+ About wbe Truss Diagonal bract optWv Tverticallengthraybe doubled when diagonal 8' W brace isused Connect L diagonal brace for 3W# L' at each end Max deb Br CS total length is 14'. 1 2x4 Stud, #3 or better diapor*A T1 Vertical length shown brace) single 8' In table about. or double cut 45' as shown) at L 1 upper end Bracing Group Species and Grades, Group At S Pint-FF Hen -Fir 2 tAM" #2 tw 3 Stud 113 tandard Dountas Fir—archrir-I.4rch SouthernPkehhaw i3 at3 Stud Stud Standard Standard Group Bt Hwm FF i i Btr 1 Douglas Fir -Larch Southern Plrewww a a 2 # 2 ix4 Braces shall be SRB (Stress -Rated Board). rA arlx4 SSo,fine use only Industrial 55 or ntlusMal 45 Stress -Rated Boomis. Group B lues MY be used with MM-ZEks. Gable Truss etalt Notesh Wind Load deflection criterion Is L/240, Provide uplift connections for 60 pif over continuous bearing (5 psf TC Bead Load), O We and supports load from 4' W outtookers with 2' 0' overhang, or I- plywood overhang. Attach ' L' bracts with 10d (0.12Wx3A' mW nags. For ( 1) 'L' brace, space naffs at 2' oc. in 19' end zones and 4' oc. between zones. IE11For ( 2) 'L' bracts+ space nalts at 3' ox- In 18' end zones and 6' o.c, between zones. L' bracing must be a Mnb.sm of 80% of web member length Gable Vertical Plate Sizes Vertical Len th NO Splice Less than 4' 0' M or 2X3 Greater than 4' 0', but 2X4 less than 13' 6' Greater than W 6' 3X4 Refer to common truss design for peak, splice, and hest plates. Connect at ice , d / A' Refer to the Buiding Designer for conditions midpaint of vertical web. Refer to chart a. ve f 1 t not addressed by this detai. wWVM4M9. WAN AM faLlov AIL Mobs ON n#s WVDQ eM# rUUAMImitt flit MAWDS TO ALL CMORAC ntxs#stWp. MPST1b£E JWTU+u!'>RS a jTMOses w eREFASCE7-10-GAB11530 DATE 10/ 01/14 fain V. ts tat edt7on of ICES C#Adna Co+pone^t $oft#y b+tor++aSian, M TPl and EM:A/ tar prior to perfarNp these n.stbre, betasers iwa provide teryarorY pa per tap have strucarvt isaieepa aorpd t / t ATEUPO noad oaeriae, chord shwa property °trade° shad haw o property attached =1pId wibg Lpxatbre sown+ Oar permanent IaterW restroM a/ haw Mtatitd 7CSt Xt, #7 )q& AWIY to 4 f, DRWG A11530ENC101014 sMa per sactbnr or as o acage pates each 09 LvwandbOno. shwa above and an the Jaept Deeded, si st noted aMwralw. Roar to dro W6M-2 fu pa, '"a! t e xim1p+ AN:TW s%n* rd ptab poitlorw. ,d q V. any follve to t h arnavue MMp Am/iPl far dMikm q g aA+ 0 d,pe4t aaaaaa TOT. LD, 60 PSF popr I Awi wpa the ''ow'° yxzf R;earporlopinettheAiml°fs fT4w Z; w mown IMq soeeyp w h 1! S.4. M-f-09H.Vth r3A43 of scZ an9' Fxmere b4on%licn see this ywrra test wob rim Tic" MG hob'. A"ID sseapwMww7" _tpeetral $3C* LV I= weetcsafeoryL) 2211 MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dri 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 lain 100 rah Wind Speed, 15' Mean Helaht. Partially Enclosed, Exposure D. Kzt - IM S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1) lx4 'L' Brace a 1) 2x4 'L' Bract s 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2" 'L' Brace on Group A Group B Group A Group B Group A Group B Grob A Group BE14'0' Group B p 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 111 10 1 6' 4' V 4' 0' Q S 1 F H F 3 4' V b' 7' 7' 1' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' i0 14' 0' Stud 4' 1' b' 7' 7' 0' 8' 6' B' 10' 10' 1' l0 6' 13' 4' 13 10' 14' 0' Standard 4' 1' 5' 8' 6' D' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12, 8' 14' 0' 0) a J P 1 4' 6' 7' 4' 7' 8' 8' e' 9' D' 10 4'10' 9' 13' 8' 14' 0' 14' 0' 2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' It 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14, 0' of D F L Stud 4' 2' b' 0' 6' 4' 7' 11' 8' 6' 10, 2' IO' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10, 14' 0' 14' 0' U P j O S 1-p F F 1 / #2 4' 11' 8' 4' 8' 8' 9' 10, 10 ' 3 11, 8' le 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 8' 8' 1' 8' 8' 9' 8' 10, 1' li' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 8' 1' 8' 6' 9' e' 10' 1' 11' 7' 12' 1' 14' 0' 14, 0' 14' 0' 14' 0' Standard 4' 8' 6' 11' 7' 5' 9' 3' 9. 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' P 1 5' i' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' u' 14' 0' 14' 0' 14' 0' 2 41111 8' 4' 8' 8' 9' 10' 10' 3' il' e' le 2' 14, 0' 14' 0' 14' 0' 14' 0' I 7 D F L 3 4' 9' 7' 4' 7' 9' 9' 9' 0' 2' 11' S. 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 9' 9' 9' 10, 2' 11' 8' le 1' 14' 0' 14' 0' 14' 0' 14, 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' d LD U O S P F u FII 1 / #2 5' 5' 9' 2' 9' b' 10' 10, IV 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 1' 0' 9' 4' 10' 8 11' i 12, 9' 13' 3' 14' 0' 14, 0' 14' 0' 14' 0' Stud 5' V 9' 0' 9' 4' 10, 8' 11' 1' 12' 9' 13' 3' 14' V 14' 0' 14' 0' 14' 0' Standard 5' 1' 8' 0' 8' 6' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X Oj P D F L 1 5' 8' 9' 3' 9' 8' IO' 11' 11' 4' 13' 0' 13' b' 14' 0' 14' o' 14' 0' 14' 0' 2 5' 5' 9. 2' 9' 6' 10, 10, 11' 3' 12' li' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 9' 0' 10, 9' 111 2' 12, 10, 13' 4' 14, 0' 14' 0' 14' 0' 14' 0' Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12, 10, 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 5' V 7' 5' 7' 11' 9' 11' 10' 7' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades Group AI S -PeMia-fir Her -Fir 1 / #2 Stud i3 Stud 13 tamdard Dowalos Fill Southern Plnesws 3 #3 Stud Stud Standard Standard Group Bl Hew -Fir i L Btr 1 F4-Larch Southern Pi esas 1 #3 2 L#2 Ix4 Braces shall be SO (Stress -Rated Board). OxFor 3x4 So. Pbe use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with thesegn es Gable Truss Detall Notes# Wind Load deflection criterion Is L/24a Provide uplift connections for 55 p(f over continuolu bearing (5 psf TC Bead load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang. or 12' plywood overhang. Yt IL Attach 'L' bracts with 10d (a12B'x3.V P*O rafts. C-btt Truss ill For (1) 'L' brace, space naffs at V oc, bt Ur and zones and 4' o c, between zones. Diagonal brace option ) KWor (21 naffsL' braces, space s at 3' o.c. T In 18' and zones and 6' ac. between zones, vertical length way be I doubted when diagonal 8' 1' bracing must be a r1rdl of BOX of web brace is used Correct L rafter length, diagonal brace for 45W 'L' at each wed Max web Br ce Gable Vertical Plate Sizes total length is 14' ga, Less at3wn l4' 0' 1%4 or dbetterpia th l 'Ffp, Greater than 4' V 3%4r Vertical length shown braced single 8' s see In labia above. 45' or double dui as shown) at 1 , + Refer to cornea taus design for upper enxi peak, splice, and heat plates. t Refer to the Bul Designer for conditionstaat midpoint of vertical web. Refer to chart a ve f e t4 not address" by this '* ' aM#ala. WAS AM Full ALL MUM am TM 111twu l# 4 ' t REF ASCE7-10-GAB149150®#FOTMOm fill eat Sill M AFL CMflWll= DIMAMIMS DE MOTNSEAi yp f aw ' Truwsas require extrere den h fabri=Ml hiuvil and Refer a jfossthe #.test soda. of XV (AAaln# cwv"WA Safecy lw m,amn=y Tr1b A> far pq. R DATE 10/01/14 praotiws prior to perfdrmbp theca functbe. lntauarw sh.0 gavel#- taripwery brocba per 4 A DRWG A14015ENC101014Uleanotedoprralse, top nl+ord slaw haw properly atta0ed struct+arot lira h# and mttaw 1 a whoa haw a properly .*U hed I= cebb p. i.-V o ahran for parranent Idterai restrwM W a l r - ilea haw hst.lisd per 7c5i sectforr 10, D7 ar JM. as Apply plates to eecr et ,ad L i7 Ref dra ti"l for surd pip :t Datdl., a ',»tad aYrr.Aaa. /'y( ( ae,$ ,a I% IiIWC ANMMY q' a d. of 2;v Components drug Inc. shoe not a resporeirle for aeA tbf a/y '^ 1 ) - draah#. try' fasure to bWld the truss in mrnfonence aiM ANSVM L - for mandanw, sw pYiY. • Ah r'asam sera A. hat. satbr, t br.cbp of truss.-. ,q > ' J# mad 1'.#X. TOT. LD. 60 PSF A sal on 1Ns dmW* or corer' ast Y V& drawl Mutes acoptvlw of pnrofe>slorel /' J 4d q 13723 R,verpoq Qnre eridreariC rasporriYtr deYan s 11 7hre n/bebStty amw ++w a3 this dr'aztip ' 'j, d.A Suite 2W far_ any nGAe'e 4 tlfr M i1e Ill Belpre Psr AM41/TP1 3 SacL fJ ..nn.... i' 4 M., yll Heights.. MO 63043 for worm Morw.ifon sea thL Job's pear= no4s and tap sob si4e ""ar ALP31[+ ses.Wpiritrcvu TfB sea.tpYetor#i S#CA. n..>idusvy,wro, , „w,ccsf.,w,g g111 MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10i 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = L00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 Or, 100 mph wind speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt 1.W 2x4 Brace Gable Vertical acing Species No Braces U ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace s PJ 2x6 'L' Brace an Croup A Group B Group A Group B Group A Group B Group A Group $ Group A Groin B Q oi S 1p 1c 1 / #2 4' i' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12, 10' 13' 4' 14' 0' 14' 0' 3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13, 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Standard S P D F L 4' 2' 1 7' 0' 7' 3' 8' 3' 8' 7' 9' 0' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' 2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 1 12' 10' 13' 4' 14' 0' 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11, 7' 12, 5' 14' 0' i4' 0' Stud 4' 0' 5' 7' 5' 11' 7' S' 7' 11' 9' e' l0' 1' 11' 7' 12, 5' 14, 0' 14, 0' C3 Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U P U O a pSi— P u C i ll 1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' Ill 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' i' 6' 14' 0' 14' 0' 14' 4' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' ill 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' S P D F L 1 4' 10' 8' 0' 8' 4' V 6' 91 10, 11' 3' 1 11' 9 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' Ill 8' 3' 9' 4' 9' 9' ii' 2' Ill 7' 14' 0' 14' 0' 14' 0' 03 4' 7' 6' 10' 7' 3' 9' i' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' a, 0' 8' 7' 10, i(' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' 0 X U i S P F H F i / #2 5' 2' 8' 9' 9' i' 0' 4' 0' 9' il' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 10' 8' 7' 8' ill 10. 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7' 8' Ill 10, 2' 10' 7' 12, 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' it, 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L 1 5' 4' 8' 10' 9' 2' 10' 5' 1(' 10, 12' 5' 12, 11' 14' 0' 14' 0' 14' 0' 14' 0' 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' 1 Stud 5' 0' 7' 10' 8' 4' 101 3' 10, 8' 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10 6' ill 1 7' 4' 9' 3' 9' 10, 12, 2' 1 12, 8' 14' 0' 1 14' 0' 14' 0' 14' 0' Me Truss Diagonal brace options vertical length ray be T doubled when dagonat s, 3[ brace Is used Convect dagonwl brace for 525# 'L' fateachendMaxwebBr. ce total length is 14'. 2" DF-L #2 or better diagonal T Vertical length shown brace) skVie 8, in table above, or double cut 45' Cas shown) at L 1 upper and, Connect at rAdpaint of vertical web. 41 Refer to chart a aw WARM in WAS AND FM.LW ALL N NU ON TMiT HIAVBdGI aaal#WTAM M FLOWN TM BRAVING M ALL IaMlbmCIM INCU b NS THE /C=TALLERS. Trusses ra sdroo wxti enr care In fabricatemp. randtfp. an0 bo p Sher to flaw the Doan tdraam of SM O,Adov {;or,parerrt Softly orna 1 Tf3 w+d SiCA) far sNt Frocacts prior so ptrforrep leas finex:aons kwsaaers shoe grew 4w'para`y+'#brocY+p per 7CT31!. CJr#ew rotas othersNst, UP chard shall haw prop" attad," structural sheo and aolstn di wr shill how s PoptAy attotlad and onLocn# bro 0— fW p ff.Wrm Cat eraWlotr+wsstroM of a0 Q dnw a 16aA Zdfor simm +tld plate podtiadk ems, ulna not oa+er+be. to aooh Aad Aipae, o dvWk. of I;V ua I Cooponenb b,c slaa rot be rasparosaft for ( AN iTW awe draseua, any fad to iausd the tap In coofarmance arm, ANSVM L ar far /wmwp, rppkp, satdi.aon A W—ft f irussaa A sod an tea •'wAup ar lever Ibtb,D aNAw dh'awkip. ewso.tes aavptenw of praFestlwsd m3723 Rwerpon Drire feq deerb0 rely taidy a ab thaws TM sdtalsMy and cse oe ihis i+asbqSuva2Waa9' s3vc' :7 th tie AicFup Inprr pr +WSVTP3 I Sec. Maryt ,r tieg»as.. MO 63043 bar rears M'a`latbn sq tree ,Job's #enmrd rails ppooqq arW best ssb dill ALPIE, sseoipkeiN.cau TPb ees.tpeet r#i EfCM ssstWdmastryAral 1CP sesAzsnftarl M a J ATE f aaa yy tseatA.,B ip Bracing Group Species and Grades, Group A, Fin -Fir 1 / #2 tandard i2 Stud 3 Stud #3 tandarci Doualas Fir -Larch Southern Pbwav 3 #3 Stud Stud Standard Standard Group B, Hen -Fir 3 1 Htr Dougitas 1 iV,-Larch Southern ftoeva 1 #1 2 1 #2 1x4 Braces shall be SRB (Strtss-Rated Baard). Bor 1x4 So. Pew use orty industrial 53 or industrial 45 Stress -Rated Boards. Craw 9 values mcoZ be us" with these grades. Uable I runs Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift cordwctlonv for 100 ptf over contlnuaas beart+g (5 psf TC Dead Load). Gable end supports toad from 4' 0' outtookers with V o' overhang, or W plywood overhang. Attach 'L' bracts with 10d (0.128'x3A' r&O nags. For (1) 'L' bracv space malts at 2' o c. in Ur end( zones and 4' ac, between zones. War (2) 'L' braces, space nas at 3' or- bn Ur and zones and 6' ac. between zones, i L' brac#p must be a mkVfA(n of 90% of web member lengths y. r Gable Vertical Plate Sizes Vertical Lenath No S .11:4, Less than 4' 0' 2x4 Greater than 4' #', but less than 11' 6' 3X4 Greater than 11' 6' 4%4 Refer to common tens dwsttp, for peak, spike, and heel plates. Rtftr to the BuAdng Designer for conditions a not addressed by this aittas.. s REF ASCE7-10-GAB14030 a DATE 10/01/14 a e DRWG A14030ENC101014 TOT, LD. 60 PSF MAX. SPACING 24.0' CLR Reinf orcing Member Substitution This detait Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes; This detail Is only applicable for changing the specified CLR shown on single ply seated designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Relnf. Scab Relnf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x40V 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60ip T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement or 7-Reinf, L-Reinforcements or \\\ L-Relnf. Apply to either side of web narrow face. Attach with 10d (0128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcements Apply scabs) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length, wARMUM FE" An FUAMW Au. W= of 7M 1 MYBss mFormNam nib= TM A"M To ALL mffmc Rs RCUMM DE Dw llcm Trusses rag** extra c ti fasrkathp. tmndit. pp p, Yststthp and brodrp, Refer . foYw iYr latestto Per:ar+rr+ ArPdf of lCil gvAdYp ConpaneM Safaiy InfarnaSkn, by TP3 and Y7CN hr s# rp aclicm' 9 iMp 4 Yrioilers sMU provke Senporar brosim {xr r1 Iles;; IiO:etl OfMrlba. UV'd hawCraPer' 4SiatlMd afrfiCAl'91 !Ma and f stwo haw a prapet y atiodMd Xr yd = la Uww slam far psrmnmt Iateral rssxn)rt of e alrq hew sxlatled per fCSI srct(wu 33, - ar , ss appikW" Mqy p14= to each :. O w s,.sa and as ;boon wove end on the Jabt Detass, unurss r,otsd ollursW. .« QWfartodraW"-z far xu..kro plats posltlora. + Alpha, a Oevitipn dMWonortonpannaiwr. YwR s rroLnotbe »sporsile far ay # AN IN ttd. d ape 3aT5/ m Vr In cwior, w,ce aM ANM/M L w far honor*, shVp&w. A asai an 'wiY draehp or rnwrP sstsp thY Waswo hdoates swpta of prof+stft W 13,23 R—pm Drne n a y ' 'Kf Off' = Psr Ind— f d—Wi Suale 200 >Ai T AM/!Pi 1 SeeY. Maly—H"hls MO 63043 . for =MarM mm ilis. .s.. ynolasr. ap—aand.. thrp pb attsna... Scab p ^ Or C D~ if- I a a oR\ 9*" L _ LD, aaaa>aeaa DUR. FAC. ata SPACING T-Relnf. L-Relnf. I PSF REF CLR Subst. PSF DATE 10/01/ 14 PSF DRWG BRCLBSUB1014 PSF PSF 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.' Avolds 'dips' in roof ridgelines 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 shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding toads. 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 (vertical) 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 Fiat Roof Tr;,. L- 25 x Deflection from Live Load) + Design Dead Load Deflection) Z Notet The 1 aconsiderably less than WV# M "s- WO me MUN i1L Own am TIR aMNSO J REF DEFLEC/CAME sltlt7iMTwnNWWTl6atMifrWMNLCCNT%WTM 9CUMM Ti£ H4TiLlnts Trws. s noµ^e sxtrsrsr can h fabrlcaiYp MMY,o p YuiWIY p awtl W w to foao. V. a*—t "ft. a u:a o d a Conpwon: asfsty faroaib4 by 7n ya prIoca f V DATE 10/01/14 apr ctac s prbr to p.rfaraitp th.s. Pvctlwv. Inst.iters shell pr».Mr i . nd parr y i ill Msea s nofM =V "4y.. tap MorA s/pii Mw irsp.rly °tfodrd sO ucW.W Mrs ord Wrsta a 4"'a DRWG DEFLCAMB1014 shah hnw . propwiy aitodwd 7NI fp Yicsfto Laaatbro sh— far p.ma —t lotmt 1—t-M of a shaAhnwM*aita4 Psr s.ctiw n 27 w X, " epptic N.. Appy {Morn to aW, fey . s fB. , t l of tr,ss andea u shwas abws ans .n the Jbm L.*ois, virss rood stMrNae. ("' QR.f.r to air 26WZ f aiirddsnn*p..krd pis*. p soc." pJ n • #d f°`"i '1 'h '° i+. tsuo O raaYp 1 / canfarr,a rotM o _ fsr. mn, spy *'° Ber+ej Ni11WCJ0AARViYqarbi.ats,4 *o rA ssd on *lit d,.,*V w corer ilsVq tii O'awp, lrxd*es atifpt.nw aM prahalaW a ifp WRf• a's723 ft verpn+i i)nve fsr4say swain it *h. rsty often fhows 7tsl s,If.OM4Y irM fw of flit !sisy §,8 AiL Sae 200 tlr halm Dm ft— pw' iMSi/7p! 1 S.cZ ' 7. Maryland Hegnls. MO 63043 far nor. JnF flU n — td. JWs p.narsi rots fpoopp od thew wi db: NP1NE. ma1pMA.coAI T. *ii -7 0 ASCE 7-10/ 120 Mph, 30' Mean Height, Closed, Exposure C COP1MOn ResideMtia( Gable End Wind BrU[iylQ Requirements — Stiffeners 120 mph, 30ft ASCE 7-10, Enclosed, Exp C' or 100 mph, 30ft. Mean H9t, ASCE 7-10, Enclosed, Exp D' or 100 mph, 30ft. Mean Hgt, ASCE 7-10 Part, Enclosed, Exp C, Kzt 1.00, Wind TC DL=5.0 psf' Wind BC DL=5.0 psf. Lateral chord bracing Top, Continuous roof sheathing Bot, Continuous ceiling diaphragm Sthis detail for lumber, plates, and other Information not shown on this dpfuK. MuKs` 10d box or gun (0.128~x3°,mm) nails. 2X4 Blocking nailed to 45^ Usheathing and each truss 2X4 DF-L #2 or better diagonal brace. Attach each end for 560#. 2x6 # 2 St|ffbuck attached to each Stud w/ (4) 10d box or gun (0.123^ X 3^, min.) nails. L PONIE "0 H Less than 4'6' - no stual bracing required H Greater than 4'6y to 76' in length provideu 2x6 st|ffbuck at mid -height and brace stiffbuck to roof diaphragm every 6'0^ (see detail below or refer to DRVG A12030ENC101014). H Greater than 7'6^ to 12'0" max, provide u 2x6 st|ffbock at mid -height and brace to roof diaphragm ever 4'0~ (see detail below or refer to DR\/G A12030ENC101014). to stiffback with 10d box or gun MAX. SPACING REF GE WHALER DATE 10/01/1* onws GmDRz7101014 1 ReinfoMori Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes Daroprbate 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. 2X4 2X4 2X8 rroviae conneciwns for u utt specNiea on the engoneerea truss assign. Attach each 'T' reinforcing member with End Driven Nalsi IDd Common WON 3.',r4n) Nails at 4' ox. plus 4) nols in the top and bottom chords. Toenail d Nails- 10d Common (0.148'x3'AW Toenails at 4' or- plus 4) toenails In the top and bottom chords, This detol 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 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENCIM014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A2001 4 A11530ENC101014, A12030ENC101014, A14030ENCIMM4, g A18030ENCIMM4, A20030ENC101014, S11515ENCi00815, S12015ENC100815, S14015ENC1 SISMENC300815, S20035ENC100815, S20M S11530ENC100815, S12030ENC1008b5, S1 ° S18030ENC100815, S20030ENC100(8n5, S ND See appropriate Alpine gable detal for ma axe v 64a , a, T' Reinforcement Attachment Detail T' Reinforcing 'T- Reinforcing Member Member Toe-nall - 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, sped, and grade of the 'L' reinforcing umber. Jeb Length Increase w/ 'T' Brace T' Reinf. Mar. Size T' Increase 2x4 30 X 2x6 20 % Example- ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o,c. SP M3 T' Reinforcing Member Size = 2x4 T' Brace increase (From Above) = 30% = 1.30 Q) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' WLpracYcrsP9 W iIYV C3DAAMMI 73723 ftiverpon Drive scene silo Maryiand Heights, MO 63043 MWA1110000 WAS AM fm"ly AM NOTES ON'» MAWD° I a A TANTea FURNISH TH13 ANWI rG To ALL CONTRACTORS DICUMM THE aaTAuats, / a Trusses rea+e extreme Cars in fabricaihe, hwfdif,g, and Wr er WWI # folios the Aatest eaitian of 7c3T Carporwnt Safety L iarmorwoti on'iDy P, aM0 rSpI¢Wp for aqr TpNortopoifarnevthesefvfcdons. Letwaers shwa provide wend v* i ntxess noted othersise, top chwd ahaa have prg y attached sAruct. Shea otfd a stalk hew a properly attached Ndd CMio iawilwis shown far permmeM Lateral rwstrvYmt of gt # shwatawbr2= tions S& D7 w M as aHs. Apply ptates to each -'" ',ie etressandasstow+ above aM on the Jotrt Helots, noted oitrrahe ri aerot (' g oeay' f Refer to iSQA-2 for stondwd plate positions. ewaae'n..aAsss of174dnpConpw+ante rp p Lnc. >reu not be reapansiWe far y d.vN awf +T*' i{^s ,p AtpdridlvvanytallllYation & of tin rows h cw farwancs din ANBI/TPI L ar for Ter dfipd pbp Pry 4 j / i4rr A seat on this drmifq ar cover Ueifna Ids drasYp, fndcates ampterfu of pofeseiwfat f e".f " fan Y+ swMKip ^spveltysaYtyrs Aef4n M 1 A' awMp +8f ;gj strv+cM Is life al tin #0 278 06/20/2018 formoreinfornntowes, n see tinsjWsgwratnotespateandtheseebbstALPHE, weuipMttecamf TPb see.tpifstorgi SHCh an.slecYdwiry.w{y ICP sesXcsafe m a MAX, TOT. LD. 60 FSF REF LET -IN VERT DATE 10/01/ 14 DRWG GBLLETIN1014 DOR, FAG. ANY MAX, SPADING 24. 0' I STRONGBACK BRIDGING RECOMMENDATIONS I BUTT STRONGBACK BRIDGING TOGETHER 4' Q• ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'xaO') 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 2> lOd COMMON 0148'x3.0) OR BOX/GUN (0128'x3'V NAILS AT TO' AND $aTTOM OF 2xI SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN WA28'x3A') / NAILS. ikj/) are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON—_ 0148'x3') NAILS OR 4) 10d BOX/GUN 28'x30') NAILS attachment methods STRONGBACK BRIDGING SPACIN R£9 MENT to W None re tdred to 2V no W crater of spwO to roes 0 at each In t.4 41 rmatWof pdnW 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.' 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). 11ATiACN " ,7 STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES I vwsose W.sae FM.LM P" M= a "as =WM . T PSF REF STRONGBACKmarmaumno= 7= m nu 7W AUM.LERf Trusses rear'. proaw ». sotest wsxttbrnlao! n Fa.tea++dut swd pr axft p'°' Tt L PSF DATE 10/01/14 kwtml ilnt c s'nota° daarr.rt, WM c+,a dadieru rx'ow+ r t!s d s m Nw aye o sPo to+ w A $ a arov.nr attaca,.d , !h„ Far, Perna M a ref*r kA F s PSF DRWG STRBRIBR1014 area i+nw Ynt utd W 33, 37 ar no, oo MMr Mato! to tech Trig g ar or trot and show+ above and on the doi+t Wt.", °te,aae oa K..a. , + PSF LL.R9 wrWtoaa* MP z s sftnftrd Mate v m+y a LD. PSF AN ITINOOAN1' #oa+p, Ie iurai+o WdYw Y G Mar nv+uraGdaWnM+A+D. 'r^` "o.$alral {' s 73723 RiYBtp01 Dave ftf Vftd The 1/ 'fir s , ae z r "v' . > = sw. a :+ DUR. FAC. L00 M.q'y a tie,gnus. MO 63043 For .,w Marnstbn see eels pvs noes papa and errse w,b ltaw SPACING i1LiaE+ s...aWrrtecoruTPUsee.tpest4ry Seca. rnsbcMuatrrorpi uP eeeJccssre.wy 6(2 ,2 1 RebnfoWAN Go Tr For Let -in Verticals Mxopriate Alpine gable detail for r sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total ore* of appeal plates to span the web. r, 2X4 2X4 2X8 rrovxw conneczons nor upur-c spectraa on 'one eng*neerea truss aesign. Attach each 'T' reinforcing member with End Driven Nagsh 10d Common (0.148'x W ml n) Nags at 4' o c. plus 4) nags in the top and bottom chords. Toenalled Nags+ 10d Common (0.148'x3',mW Toenails at 4' oc. plus 4) toenags In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16115ENC100118, A18015ENC100118, A20015ENC100i18, A205E 00118, A20 i0018A11530£NC100118, A12030ENCIOMIS, Al! ! DE- C A18030ENC100118, A20030ENC10118, 5£ S11515ENC100118, S1205ENC100118, S10 S18015ENCi008, S20015ENC10018, S2 S11530ENC100118, S12030ENC100118, S140W SS18030ENC100118, S230EN100118, Seeappropriate Alpine gable detail for H T' Reinforcement Attachment Detail T' Reinforcing ' T' Reinforcing Member Member Toe -rail - or - End-nox 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, speck, and grade of the 'L' reinforcing member. Veb Length Increase w/ 'T' Brace T' R¢ Inf. Mbr. Size T' increase 2x4 30 Y. 2x6 20 % Example+ ASCE 7- 10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1M Gable Vertical = 24'o c. SP •3 T' Reinforcing Member Size = 2x4 T' Brace increase (From Above) = 30Y, = 1.30 1) 2x4 ' L' Brace Length = 8' 7' Maxboxn 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' hagA m" M W" me FM.0 N ALL 011M ON TM 3RAWM IjM MSVMWTM f1NM This WAWVG M ALL CU+cOYZn= WMAMW THE afSTMUW 1 W o A REF LET — IN VERT Trusses require extreme care M fabricot p, harhdlep, WpehO. kp ono brac}p, Rtfer evnd t Palo. the btet edtbn of > csddep corporrnc safety LNarwa ory 6y TP1 aM TlCA1 Per o DATE 01/02/8018 Prior to perfv*a'p the" functions. bwtawrs shall prwtle y tr&= per e w no*" oShwr ist, top chard shod Mvr properly attached sirWcbrd drasesry and boifar a +°i shaa hew a properly attached rko caceilro Locntbrn ehowh far per "WM lateral—tra,t of « eo DRWG GBLLETIN0118 L.P9 shall lawbra rhsma dper 11% a7 or ns, as opplloWm Appl plates to each o of truss and pwh as tin above and on the JOYht Detob, unitsa noted atYhersbe. s for Refer to dra 160A-Z for stmhdard plats pornbns. +' acre 1e saw awo Alpha, a dvtrlo.h of r1v corhrwnsnts Drop 1.hc. slhNt ,hot w reeponatble far d-lom n , x J fy MAX. TOT. LD. 60 PSF AN t11Nt3DghWVJYthisdosing, any fa#uvs io build i r trurs h can:orvwnce smh ANSI/TPi L or for InM p, hpYp. £p J j A :+d vou"a'h&mhibr 4*%* cev yy aartr+gn the gawp, agate, .mpwcs of prof aehw»1 df DUR, FAC. ANY S3,!. RiverpoaDave tin r.. par kty om Ai+. wM+'p bee+v+a ytxr Ma tPl i E. i gi8i$3t s e 2°6 tar far +,ciao Information sa tfes ,lassl mom pear sni Mrse wM shies #U 272 O6 20i2 18 MAX. SPACING 24.0' kAaryland Heg?his, MO b3G43 .pro Tob mtpMtoryh S7C+b eesabchdustry.ory mlccwfeary ry w v Lil C1 E— G= w cn N( D c- LJ._ i3 v i 3 z C v n Q t... v Z C F— 0 3 ry LLI L z LL_I Q }— v O 0 ry!' v n v C: I? 'C7, LNJ cf) v LL W O cn y C/) L C v 3: ry Q e 18'Y 71fl 4' " ' 4'4'---; 10'8' 24' 1ST FLOOR TRUSS LAYOUT 24' 18'2' 710' 2ND FLOOR TRUSS LAYOUT SHINGLE LOADING 139 rm.p.h. WIND 12 EXPOSURE B 6 4-3/16' HEEL BRG. 16" OVERHANG i PLUMB CUT TYPICAL TRUSS END r.: L C BEARING HEIGHTS HANGER TAKEOFF 9'-4" HEIGHT 2) HUS26 12) HHUS46 19'-8" HEIGHT 1) THA422 8'-8" HEIGHT 0'-0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES*. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR L3ABiLITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WAGING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, OR TRUSS MANUFACTUKR, PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL AOIACE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINONG DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING @ BRACING OF METAL PLATE CONNECTED ZO. TRUSSES SHALL BE INSTALLED 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 W TH 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. K / 1 \ WSTOMER DAVID WEEKLEY HOMES JOB NAME 7499 — B LOT/BLK/SUBDIV LOT 30 REAGAN POINTE SCALE DATE IDRAWN BY 'Joe NUMBER 19-18 ICRH 2O951