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Home My WebLink About411 W 19 St 18-3198; ELECTRICALCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION fi Application No: constructioll Voluc.: S 23-) Job Address: cl A . ..... Historic DkA-cok t 11 C 1: ), C's Demno C h a n e cl r Us oTvin, Of N`ork: N'oN Q,Addilio[10 Alrcratio!E F)e-scriptinn of Work: '. - f I i )- love 570 AtnoA1 PL-In Revio%\ Cordae[ PC;—).,1: Tit 1--.: ilh f" 110: 17.1.\: Email: P, eid ." P. t C. f I " I . C, p :I. rk\ ? : Fav 7-k): C I — ----- 1 1:1 (Y'\ M, 1-01-i,: is T(.) \T VO! V' I i 11 I )VE L is t P 0:,; i,"I' ('I'N F VrIIcE PC) f I D Tt IV"[ 1- 0:1 m Cc, L'r;L c c, p: 7 7 r c 1! E, n In, o,- r i Z o r-, Fav 7-k): C I — ----- 1 1:1 (Y'\ M, 1-01-i,: is T(.) \T VO! V' I i 11 I )VE L is t P 0:,; i,"I' ('I'N F VrIIcE PC) f I D Tt IV"[ 1- 0:1 m 40111f'., I.J a i ion to the f;ql:.,.:< oms 0: 03 i. ova IT:7'. beF:,r ,_ x:: ! I I Ii._ F l:bl.r_ re. ordi of ti:. coum y. ally t' boa . aI 01: Cut, WtheeI::2. J^' 1':rC f''j!': Ci{ (:C`::l P:ilci £D\'...:1?:1:;? Mu isnWo (,I>,01 , Si?.._ _ i1C,l_.. or i. era l , t ;Is.. . is 5'.:'h "a: -r I?'i5rOij C'fI_ Tile C'I: O`• :-r wr r :'- i^ - .1''.. of i F .;.. rays (:n r.. l.':: i':r._ i•r ' r C`i,:.r' to Ca C!.i.... .`r'..•,i 11 .1' charge ant Al : 4. { . r sunw, T bi:' tti . C.icCnal:.t9 l Ci j co ` ,: i s 1 : the F ,..' Tlt_ s:f l C ,', 15:: 1'-.. \ill h. I ai. t s I ?t C t I:': a: Ems C'i S::: i:i{f::. n t':1: :C n, is ,_ i_. Choi a to We to rc , ' i in" 1 Ica! o:': ku C' l' - , :.., i:: rki %Wl b•e a il.ti t? 14 .:.1. _, Umax `. Mal C,i?.•..,•war. 1?i:i_. OWNER'S AFFIDAN.1T: 1 urtify that all of the foregoing information is accurate and WE all `cork WilbedoneincnnlpllanCeArh 'all al?l)ll ble bm s reg lating Consmucilon '2cL:: Ming. J•l 1 C it jj • -'F•.,' AMY R. MORRIS Notary Public - State of Florida Commission= GG 185209 My Comm. Expires Mar.10, 2022 Bonded through Ndti Wary Assn, Y _ 7 t 7 BELOW IS FOS: OFI-Tic IL- L,SF 0\1_' r . F LJ CursF._,.,:...... _...._.._ _ I _..:._.. . !....._......' I Owl Sq FE of MY: FAV"KA-1 GIS 11 cc El t_I.r,cl ,,t:',:. \li'\ - fit \r.•. 1,I - _ U i i i I• i_; Firee <priM: r MOP Y C CO'\NI \-j, ki 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 . . . . . 18-00003198 Date 10/29/18 Property Address . . . . . . 411 W 19TH ST Parcel Number . . 36.19.30.506-0000-1060 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . SINGLE FAMILY Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084797 Permit pin number 1084797 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 EL01 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003198 Date 10/29/18 Application pin number . . . 845290 Property Address . . . . . . 411 W 19TH ST Parcel Number . . 36.19.30.506-0000-1060 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . SINGLE FAMILY Application valuation . . . . 209996 Application desc need noc Owner Contractor NSP HOLDINGS LLC MILLER CONSTRUCTION SERVICES L 8241 VIA BONITA ST SANFORD FL 32771 407) 792-3955 Structure Information 000 000 Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2017.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084797 Permit pin number 1084797 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 60.00 Issue Date . . . . 10/29/18 Valuation . . . 6200 Expiration Date . . 4/27/19 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1 -BLDG PLAN REVIEW 855.00 02 -CURB CUT/DRIVE - SIF 40.00 O1 -FIRE IMP -RS 9-2017 383.81 O1 -LIBRARY IMPACT FEE 54.00 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. Job Address: Parcel ID: BUILDING DIVISION L4(f W (Ir OCT 3 3 2010 PERMIT APPLICATION Application No: Documented Construction Value: $ IoC U 5 / Historic District: Yes No Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: P iL" hti 6 r ti Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Title: Resident of property?: Contractor Information Name [_ Jo (-' _DAAPhone: !S7/P ? 0 Street: 1 ( Lf 4 S 1%l z- Fax: L-1 C 7 Silo i ' cir City, State Zip: Of), f/1 ti G l 3 - q 2 G State License No.: C C i ti 2 Sr 2- Name: Street: City, St, Zip: Bonding Company: Address: Architect/EngineerArchitect/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: 6°i Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Print Contractor/Agent's Name Date Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: e F OCT 3 0 20' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J J Documented Construction Value: $ UD Job Address: '1(l ( , Historic District: Yes No Parcel ID: Description of Work: Plan Review Contact P rson: Phone: Name Street: City, State Zip: Zoning: Title: Fax: E-mail: Property Owner Information Phone: Resident of property? Contractor Information In Name U l Wl vI V IV Phone: V I J%0r l Street: Fax: W1 _5 _011C1 City, State Zip: Y tl l , , State License No.: y D D Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Footage: Construction 'Type: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) No. of Stories: ' Plumbing E 1 New Construction - No. of Fixtures: I Fire Sprinkler/Alarm No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If thc.executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is -Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: Z I' 2Ctf I Si ature 0"ontractor/Agent D to ` Signature of Notary Pubtic Scale of Florida Kasey Rose Barger MY Commission GG 231184 y, Expires 071221202 Contractor/Agent isPersonally Known to Me or Produced ID vt)e of ID WASTE WATER: BUILDING: L ForAll Your Plumbing Needs Tropical Plumbing & Septic, Inc. 19468 East Colonial Drive Orlando, FL 32820 P 407-568-0111 F 407-568-0119 CFC1425621 1'(> Miller Construction 8241 Via Bonita Sanford, FL 32771 PREP BY JOB DATE ON PLANS USED Lynette 19th Street, Cascadia House 4/26/2018 This quote is Per the Plans we received from your company Bath 1 1 Toilet Gerber Elongated Standard Height White 1 Lav Sink Gerber China Drop In White 19" Round 1 Faucet Moen Chateau Chrome 4" 1 Shower Pre -Sloped w/pan 1 Valve Moen Posi Temp 1 Trim Moen Chateau Chrome Bath 2 1 Toilet Gerber Elongated Standard Height White 1 Lav Sink Gerber China Drop In White 19" Round 1 Faucet Moen Chateau Chrome 4" 1 Tub/Shower ProFlo Steel RH/LH White 1 Valve Moen Posi Temp 1 Trim Moen Chateau Chrome Kitchen 1 Sink ProFlo 50/50 SS Drop In 1 Faucet Moen Integra w/Pull Out Sprayer SRS 1 Disposal Badger 5, 1/2 HP I Dishwasher connection I Ice Maker Box w/ loop under sink Laundry 1 Washing Machine Box www3ropicalPlumbing.cc DXFI1 ', October 23, 2018 EXPIRATION 1/21/19 PAYMENT TERMS WRITTEN 10/23/18 Water Heater 40 gallon electric, A.O. Smith/State Hose Bibs - 2 AC Chases - 1 Sewer & water within 50ft of Building. Sewer taps not over 4' Deep. All water lines are CPVC. All sanitary sewer lines are PVC. Add water hammer arresters as per code. Roof flashings/lead boots are not included. Water is required for all leak testing and inspections. Complete Plumbing Total I " Backflow preventer if required 8,600.00 525.00 Multi valve shower set up may require 80 psi for fixtures to function properly $2,500.00 In-line booster pump if needed, supplied & installed, power not included Payment past 30 days Tropical Plumbing & Septic, Inc. has the right to charge thereafter a service charge of 1.5% of unpaid balance per month. (18% per annum) plus all costs of cion, including attorney's fees if incurred. Tropical Plumbing & Septic, Inc. gives a one year labor warranty fr date of completion. To accept this quotation, sign here and return: COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000743 BUILDING PERMIT NUMBER: 18-10000743 UNIT ADDRESS: 19TH STREET W 411 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: IS--19e 5doc? ,(? q DATE: August 27, 2018 36-19-30-506-0000-1060 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: NSP HOLDINGS LLC ADDRESS: 8241 VIA BONITA SANFORD FL 32771 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 411 W 19TH STREET / SANFORD HEIGHTS / 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 N/A Single Family Housing 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 1.000 dwl unit 1.000 dwl unit 1.000 dwl unit AMOUNT DUE PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. 705.00 00 will 54.00 9,000.00 00 00 00 9,759.00 PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Malloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018122906 Book:9238 Page: 1399; (1 PAGES) RCD: 10/25/2018 10:29:51 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY:" Nl r / Y,( - Name: Miller Construction Sery Address: 8241 Via Bonita St. Sanford NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. Parcel ID Number. 36-19-30-506-0000-1060 The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 4111N. 19th St. in Sanford. FL LOT 106 SANFORD HEIGHTS PB 2 PG 63 GENERAL DESCRIPTION OF IMPROVEMENT: New Single Family Home OWNER INFORMATION: Name: NSP Holdings LLC Address: 8241 Via Bonita St. in Sanford, Fl- Fee L Fee Simple Title Holder (if other than owner) Nam CONTRACTOR: Name: Miller Construction Services LLC Address: 8241 Via Bonita St. in Sanford, FL Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penaltiepofpprl"y>:yi degfare that I have read the foregoing and that the facts stated in it are true to the t yled a an I belief. _ ers SionatGre Owners Pdnted Name lod`Statull%,713.fg(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead' State of P County of The foregoing Instrument was acknowledged before me this 2-11 day of ocrr 120 I by e0 f't'3'rV . Who is personally known to me Name of person making statement OR who has produced Identification type of identification produced: PATRICIA CASSERVIK MY COMMISSION # FF225469 ` EXPIRf,hjsy 07.2019 1 j COP gat, , 7MSC'::S Ftoigallota• Sernu.00rr Notary SI nalu (. ^ : a .l MA"' _ URT ""°a, it(aAM1a:,F" DEPUTY am JUL 2 3 Lr;s r I 616<97 Building & Fire Prevention Division PERMIT APPLICATION Application No: I - _)qk Documented Construction Value: S >@0 Zpqqq (o 0,0 Job Address: W. 19th Street Historic District: Yes No Fv—(] Parcel ID: 36-19-30-506-0000-1060 Residential Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use[] Move Description of Work: New Single Family Construction Plan Review Contact Person: Zachary Miller Title: Owner Phone: 407-222-0692 Fax: 407-264-6284 Email: millerconstruction@cfl.rr.com Property Owner Information Name NSP Holdings LLC Phone: 407-222-0692 Street: 8241 Via Bonita St. City, State Zip: Sanford, FL 32771 Resident of property? : No Contractor Information Name Miller Construction Services LLC Phone: 407-792-3955 Street: 8241 Via Bonita St. Fax: 407-264-6284 City, State Zip: Sanford, FL 32771 State License No.: CBC1251569 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: 6h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. e -A - to -40 gnature of er Date 2tnt ent Date 1i Print Owner/Agent's Name Print Contractor/Agent's Name 9(tAA-i r : a (It, Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date PATRICIA CASSERWK MY COMMISSION # FF22NO EXPIRES May 07, 2019 Ow ne Me or Produced ID Type of ID L'% PATRICIA CASSERVIK MV COMMISSION # FF228W EXPIRES May OT, 20 19 i. JbRC"D fbr SYMCa.G01r Contractor/Agent is Persona y nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 2 Electrical [ Mechanical®' Plumbing© Gas[-] Roof Construction Type: 14 & Occupancy Use: (2 Total Sq Ft of Bldg: 'ZO\--7 Flood Zone: K -5 CSE Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps 1 Sa Plumbing - # of Fixtures 1 'S7 Fire Sprinkler Permit: Yes No [ # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: t' kC FIRE: Fire Alarm Permit: Yes No' WASTE WATER: BUILDING: -,q Revised: January 1, 2018 Permit Application 3} ` Building & Fire Prevention Divisionjug PERMIT APPLICATION Application No: Documented Construction Value: $ 160,000 I Job Address: W. 19th Street Historic District: Yes NoFv—(] Parcel ID: 36-19-30-506-0000-1060 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Construction Plan Review Contact Person: Zachary Miller Phone: 407-222-0692 Fax: 407-264-6284 Name NSP Holdings LLC Street: 8241 Via Bonita St. City, State Zip: Sanford, FL 32771 Name Title: Owner Email: millerconstruction@cfl.rr.com Property Owner Information Phone: 407-222-0692 Resident of property? : No Contractor Information Miller Construction Services LLC Phone 407-792-3955 Street: 8241 Via Bonita St. City, State Zip: Sanford, FL 32771 Name: Street: City, St, Zip: Bonding Company: Address: Fax: 407-264-6284 State License No.: CBC1251569 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: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. b Xt a-40 gnatureof er Date S- nature ofC ntra ent Date Print Owner/Agent's Name Print, Contractor/Agent'sNNa& neALd_.,_ me 6 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date 1 L PATRICIA CA&%] Me MY COMMISSION # FF EXPIRES May 07, 2 Owne ' or Produced ID Type of ID N : PATRICIA CASSERVIK MV COMMISSION # FF228169 EXPIRES May 07, 2019 r ,7b4C'63 f Sarnea.car Contractor/Agent is01 ersona y nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 7-07 WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application L+ J Reb r 3 6 tMI S %" Rebar pq C7 8 Cap "LB 76 t-4 C p "LB 7623" z l cn 1/4 IP N Fnd. %" Iron Pipe - Fnd. 'W" Ret Cap "PSM i 49.31 1/2 IRC PSM 33 w rte Lot 104 LO 50' Right -of -Way - Asphalt Road) W. 19th Street (Field) 103 - Highland Street (Plat) < 48.391 t SBM 12_ 2' Miami Curb < 50.00'(P) 50.00'(P) 11 N 90°00'00" E 50.00'(M) N 90°00'00" E 50.00'(M) /_49;300 104 47.694 SBM #1 8 BB" r48.557 255.00'(P) / 1/2 IRC PSM 2259 S 90°00'00" E 251.63'(M ar Fnd. %" Rebar Reb r 3 6 48.589 S %" Rebar 1/4 IP 382" 8 Cap "LB 76 48.796 C p "LB 7623" 7 tQ 1/4 IP N Fnd. %" Iron Pipe - 2CALC CL y N (No Identification) CO 51.330 29 0.37' South 51.330 rV 106 Bldg env 1.83 51.3303.91' west O 0 0 O CO S. ' 10 7.2' 107 BIdQ env 7.8' 5/8" IRC 447 Fntl. 5/8" Reb 8 Cap "LB 447 CD 0.21' North 0.79' East 26 50' Right -of -Way - Asphalt Road) W. 19th Street (Field) 103 - Highland Street (Plat) < 48.391 t SBM 12_ 2' Miami Curb < 50.00'(P) 50.00'(P) 11 N 90°00'00" E 50.00'(M) N 90°00'00" E 50.00'(M) /_49;300 104 47.694 SBM #1 8 BB" r48.557 255.00'(P) / 1/2 IRC PSM 2259 S 90°00'00" E 251.63'(M ar Fnd. %" Rebar Reb r 3 6 48.589 S %" Rebar 1/4 IP 382" 8 Cap "LB 76 48.796 C p "LB 7623" 7 10 49.300 1/4 IP N Fnd. %" Iron Pipe - 2CALC 25 y N (No Identification) 2 51.330 29 0.37' South 51.330 106 Bldg env 51.3303.91' west 0 105 Bldg env o' S. ' S.0 7.2' 107 BIdQ env 7.8' ao.9o' a0.0a 26 3 51.330 51.330 106 Bldg env 107 Bldg envs' Q. N Y1051"d cNiOQOO^ toLLIs.9' S Proposed FFE=51. roposed FFE=51.3< VSO 0. 0' CV 000' 7 5' 5.0 \24 ep 28 .0 5 33 51.330 23 51.330 27 51.330 O 105 Bldg env 51.330 106 Bldg env 51.330 107 Bldg env Z 105 Bldg env Bldg env 31X06 51. 331 164 107 Bldg env 49.886 4. Parcel Parcel Parcel Lot, 105 Lot 106 Lot 107 5 Metal m 7 Shetl _ 5 12'2 15 49.300 14 4 300 PP CALC C LC S t%" Rebar Fet' Rebar ci0 ap "LB 7623" Ca LB 7623" Site Benchmark Information - 0 Set Nail & Disk LB# 7623 in Asphalt. Elevation: 47.69' Set Nail & Disk LB# 7623 in Asphall. Elevation: 48.39' Benchmark Information- FDoT GPS Network Florida Department of Transportation GPS Network N.Trip Base ID - Saint Elevations are based upon NAVD 88 Datum) 13 N 49.300 CALC Set %" Rebar Cap "LB 7623" Set%"Rebar;. S ° '00" W 50.00'(M) S 90°00'00" W 50.00'(M) 14' Platted AlleywayCap "LB 7623" r r y y 16 10 Crushed Asphalt 49.300 _ _ _ _ _ W E CALC 186 50.848 f s- s TR S 1 Lot 151 I I Graphic Scale Lot 154 Lot 153 Lot 152 8.15' 36 60' I Scale: 1"=30' P Fnd. %" Rebar Cap "PSM 3382" 3 Northeast 48.589 Corner of Lot 111 1/4 IP Site Benchmark Information - 0 Set Nail & Disk LB# 7623 in Asphalt. Elevation: 47.69' Set Nail & Disk LB# 7623 in Asphall. Elevation: 48.39' Benchmark Information- FDoT GPS Network Florida Department of Transportation GPS Network N.Trip Base ID - Saint Elevations are based upon NAVD 88 Datum) 13 N 49.300 CALC Set %" Rebar Cap "LB 7623" Set%"Rebar;. S ° '00" W 50.00'(M) S 90°00'00" W 50.00'(M) 14' Platted AlleywayCap "LB 7623" r r y y 16 10 Crushed Asphalt 49.300 _ _ _ _ _ W E CALC 186 50.848 f s- s TR S 1 Lot 151 I I Graphic Scale Lot 154 Lot 153 Lot 152 8.15' 36 60' I Scale: 1"=30' P i4FORDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Zachary Miller Firm: Miller Construction Services LLC Address: 8241 Via Bonita St City: Sanford State: FL Zip Code: 32771 Phone: 407-222-0692 Fax: 407-264-6284 Email: millerconstruction@cfl.rr.com Property Address: 411 W. 19th Street Property Owner: NSP Holdings LLC Parcel identification Number: 36-19-30-506-0000-1060 Phone Number: 407-222-0692 Email: millerconstruction@cfl.rr.com The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: NSA FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-3198 Reviewed by: Michael Cash, CFM Date: September 17, 2018 Inst49k Parcel Information Property Record Card Parcel: 36-19-30-506-0000-1060 Property Address: FL Parcel 36-19-30-506-0000-1060 Owner(s) NSP HOLDINGS LLC Property Address FL Mailing 8241 VIA BONITA ST SANFORD, FL 32771 Subdivision Name Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions 0 Legal Description LOT 106 SANFORD HEIGHTS PB2PG63 Taxes IValue Summary Tax Amount without SOH: $269.69 2017 Tax Bill Amount $269.69 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2018 Working 2017 Certified Page Values Values Valuation Method I Cost/Market Cost/Market i 15,450 Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value 15,450 i.............__--..._......._............_.... T 15,450 an Value (Market) 15,450 14,163 Land Value Ag 15,450 Just/Market Value" i $15,450 14,163 Portability Adj 15,450 Save Our Homes Adj 0 0 Amendment 1 Adj f. .... _...... ..... _.... _....... 0 0 P&G Adj 0 0 Assessed Value 15,450 14,163 Tax Amount without SOH: $269.69 2017 Tax Bill Amount $269.69 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Date Assessment Value Exempt Values Page Taxable Value Qualified County General Fund WARRANTY DEED 15,450 0 i 15,450 Schools 15,450 01 15,450 City Sanford 15,450 0 T 15,450 SJWM(Saint Johns Water Management) 15,450 0 15,450 County Bonds 15,450 0 15,450 I Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 5/1/2017 08911 0372 30,000 Yes Vacant No Comparable Sakss Land Method Frontage Depth Units Units Price Land Value FRONT FOOT &DEPTH 50.00 154.00 0 300.00 15,450 Building Information Permits Permit # Description Agency Amount CO Date Permit Date No Permits rermrt eats noes not enginate Rem me 6emmole County Properly hppr l ee, ogke. For dehlls a questions —corning a permit please eonlaot the building department of the tax district In which the property is boated. PLANNING AND DEVELOPMENT SERVICES DEPARTMENT kU° si;; D W W W.SANFORDFL.GOV MAILING ADDRESS April 19, 2017 CITY OF SANFORD POST OFFICE BOX 1788 SANFORD, FLORIDA 32772-1788 Mr. Zach Miller 8241 Via Bonita Street PHYsIcALADDRESS Sanford, FL 32771 CITY HALL 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 RE: Variance request for 411 and 413 W. 19"' Street 0 Parcel Numbers: 36-19-30-506-0000-1050 and 36-19-30-506-0000-1060 TELEPHONE Dear Mr. Miller: 407.688.5140 FACSIMILE On March 28, 2017, the Administrative Official, pursuant a recommendation made by the 407.688.5141 Development Review Team, approved the Variance request for two variances on adjacent lots to reduce the minimum area and dimension requirements to lot of record standards in order to subdivide the parcel into two lots 105 and 106 at 411 and 413 W. 19"' Street CITY COMMISSION subject to the following condition: TEFF TRIPLETT MAYOR 1. The proposed single family homes shall utilize stem wall construction due to the reduced setbacks and minimum distance from adjacent property lines. ART WOODRUFF 2. The proposed single family homes shall meet the infill lot gradingDISTRICT1 requirements (attached); all appropriate spot elevations and grading shall be DR. VELMA H. WILLIAMS included on the site plan for review. DISTRIcT2 3. All existing structures shall be demolished prior to construction. 4. A canopy tree shall be provided in the front yard per Schedule J. In addition, PATRICK AUSTIN if any existing trees are to be removed an arbor permit may be required. DISTRICT 3 5. A minimum 9' wide driveway meeting the requirements of Schedule N shall PATTY MAHANY be provided and a driveway permit must be obtained. DISTRICT 4 Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City CITY MANAGER NORTON N. BONA ARTE, JR. Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31st day past the date noted above. If you have any questions please call this office. Respectfully, CIITY OF SANF Eileen Hinson, AICP Development Services Manager EH/jg 101Ll zvo City of Sanford Development Review Team Variance - Staff Recommendations Legal Description of the Property: 3 6 1 9 3 0 5 0 6 0 1 0 1 0 1 0 1 1 1 0 1 5 0 Address of Property: 411 and 419 W 19th Street Zoning District: SR -1A Name and Address of Owner as shown in the Public Records of Seminole County, Florida: Robert C. and Elizabeth J. Mason, 193 Lake Geneva Road Geneva, FL 32732 Application Submitted By: Zach Miller — Miller Construction Address 8241 Via Bonita Street Sanford, Florida 32771 Phone: 407.222.0692 Fax: 407.264.6284 E -Mail: Millerconstruction@cfl.rr.com Standards for Consideration for Variances. Before any variance may be granted, the Planning and Zoning Commission or Administrative Official shall find that the variance would relieve a practical difficulty or undue hardship caused by a strict application of the regulations provided that the variance is occasioned by: Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The special conditions and circumstances do not result from the actions of the applicant. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Variances Requested: consider two variances on adjacent lots to reduce the minimum area and dimension requirements to lot of record standards in order to subdivide the parcel into two lots at 411 and 413 W. 19th Street. Does this Request meet the Standards for Consideration? ® Yes No Site Specific Conditions: Per Schedule L, Nonconforming- Lots of the City of Sanford Land Development Regulations lot of records standards can be applied to existing-, unimproved parcels of records in the residential zoning districts including- the SR -I zoning. The applicant is requesting to subdivide the parcel into the orig-inal lots of record in order to construct two single family homes: the applicant must apply for a variance to utilize lot of record standards. Staff Recommendations: Staff recommends to approve the variance request to reduce the minimum area and dimension requirements to lot of record standards subject to the following conditions: 1. The proposed single family homes shall utilize stem wall construction due to the reduced setbacks and minimum distance from adjacent property lines. 2. The proposed single family homes shall meet the infill lot grading requirements (attached); all appropriate spot elevations and grading shall be included on the site plan for review. 3. All existing structures shall be demolished prior to construction. 4. A canopy tree shall be provided in the front yard per Schedule J. In addition, if any existing trees are to be removed an arbor permit may be required. 5. A minimum 9' wide driveway meeting the requirements of Schedule N shall be provided and a driveway permit must be obtained. loL*,#Devement Re ew Team k -4 St*.b'i, Ax 4 5 -"`*`' , ro 1 R $ 4 g-,3. qy'' -ro h fro 1 `•'' Approved -Appioved with Dentetll 1 z ti ro -" DRT Hearing DateMa ch 28 2017 ro COnd" 0115 -. . 3''">,' ' ,, rosro, b,' ,,, roro `.+.`'' `ww,ro ro'y ,^,_ y ro 1 " 4 `1 ^,'. a ro' »"^ ^,'^• roti . 3roro'*>" ro ",, ,, ro'+ ros` x.. ro1^..^.. , 's- ',, k iMi.,s `ro`» 1»ro ," ro.`roros`%w. i`"`4"M1",1 *: s. . . » .k ro ^• i ' i'y „ .:ro iro:1 » °s`^.^ _ y dminiStF rativ,0 0ff16aI ii b roSro roi %1 roved 1" `DeniedReceipt Date 4 i b rotii .PP Appr0ved wlt6 ro i ro 1 w : frys 4 roro 1 ,"i'' k »»x'ro'». ro"ro.;' is,.,°,'*,., : ,", x °. ;,1'w""ti 1 ^. ; . i .w1 *+» ° ,b 1 ti";'° s,`'•'ro i "^«+ r.`. 1`'`s.,, roi^, ro }x„w,w i , :-`,° '° i,, ,, t 1 - >*1, i,Condlt10r1$ 1 ro, .ro 1iSro"--': ro ro ro `,_ i titiro.ro"" 4 '': '"*,.. ys:1 si a ,.,`•, . a^.w k '",., e w`, 1'"',".*,.'`, .. _,,4 4. Administrative Official k- 1 4 i T;\Development Rewew\ii DRT Agenda-Cove`rMemos\DRT Recs\DRT Yanance 411 & 413 W 19thStieet doc xZZ,1, 14 ^. ro roro .;. `i -'v1 i ro '• _....k,a oCity of Sanford Development Review Team s9 Variance - Staff Recommendations The Development Review Team (DRT) held a Public Meeting at 9 AM on March 28, 2017 to consider two variances on adjacent lots to reduce the minimum area and dimension requirements to lot of record standards in order to subdivide the parcel into two lots at 411 and 413 W. 19" Street. Although the proposed split is to return to the lots of record, both have non -conforming dimensions. As part of the evaluation, the standards for consideration were reviewed. Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. Per Schedule L, Nonconforming Lots of the City of Sanford Land Development Regulations lot of records standards can be applied to existing, unimproved parcels of records in the residential zoning districts including the SR-lA zoning. The applicant is requesting to subdivide the parcel into the original lots of record in order to construct two single family homes; the applicant must apply for a variance to utilize lot of record standards. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The owner would like to subdivide the property to the original platted lots of record to construct two single family homes. The subdivision will result in two lots that do not meet minimum standards designated for the SR -IA zoning classification. The special conditions and circumstances do not result from the actions of the applicant. The parcel is made up of two platted lots of record. The applicant is requesting the variance in order to construct two new homes utilizing the existing nonconforming lot size and parcel of record standards. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. Other properties in the area have been granted variances to utilize the parcel of record standards or are currently vacant and can utilize the standards by right. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. The applicant has submitted a site plan showing that a proposed single family residence can be constructed utilizing the reduced standards on each lot. The applicant could not reasonably build a single family home on this lot without utilizing the lot of record setbacks. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Based on existing neighborhood conditions, the structure as proposed will not be injurious to the existing surrounding improvements or to the public welfare. After deliberation of the standards a motion was made and an action taken as follows: Richard Blake made a motion to approve the variance request to reduce the minimum area and dimension requirements to lot of record standards subject to the following conditions: 1. The proposed single family homes shall utilize stem wall construction due to the reduced setbacks and minimum distance from adjacent property lines. 2. The proposed single family homes shall meet the infill lot grading requirements (attached); all appropriate spot elevations and grading shall be included on the site plan for review. 3. All existing structures shall be demolished prior to construction. 4. A canopy tree shall be provided in the front yard per Schedule J. In addition, if any existing trees are to be removed an arbor permit may be required. 5. A minimum 9' wide driveway meeting the requirements of Schedule N shall be provided and a driveway permit must be obtained. A Second was made by Jeff Davis. Discussion: There was no additional discussion. Those in favor: Mike Cash, Tim Robles, John Hamel, Jeff Davis, Richard Blake, Sabreena Colbert Motion approved 6 to 0. No public was present in favor or opposed. RIEQUMIED rNSF EcCTION' Bpff- I,L- 199, REVISED:* Jima 2014 I j Address: Bunn Ins flon Desmk2 tnonn I Electric. Underground 1.35ULVENG PIP -MM., T Inspection Descndn itionn. Footer / Sethack 2 I Stemwall ! p Foundation• / Form Board.Survey 11 Slab- [Mono Slab. Pre our Zo Lintel / Tie'.- Beam / Fill / Down Cell 30 Sheathing; Walls• 3 Sheathing Roof o Roof Dry i'n So I Frame insulation Rough In FirewallScrew Pattem Drywall / Sfieetrocic o Lath Ins : ection Final Solar ! Pinar Roof ,I Final Stucco /,Siding insulation Final Final Utility; Building - Final Door iFinalWindow. iFinalScreen.Room Final. Pool S',creen Enclosure' Mobile Home Building -Fina -l' Pre: Demo ! Final Demo I 1 OY3 Final' S'ingl'e iF amily; Residence Final. Building Other REVISED:* Jima 2014 I j Address: Bunn Ins flon Desmk2 tnonn I Electric. Underground 1 p Footer /'Slab Steel Bond 2 I Electric Rough Plumbing Tula Set T.U.G. 11 Pre -Power Final t 07c3 Electric Final j Nflir*fAklMi"' Minn 1 I.HIrytQpgSl:C .•I GY 9i' N\yY y.v1tiJt.•L.(. t^: . (' f 7iSY.' 7KT. Mar. i JIffis De 1 Il®ffi I DescII'Ilj DI Il®ffi Plumbing Underground 10 t-oi5C) Plumbing Sewer 2-0 Plumbing Tula Set acx7 I Plumbing Final I j y•',Rt : TINICiL. Min Max limsRecdon Descrbflon f a Mecharnical Rough Mechanical. Final I• I i I I[nim M'axIlfnns ection.IIDes'c rn 4n®nn Gas Underground Gas Rough I Gas. Final Aevision City of Sanford Response to Comments ' OCT 0 18 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit_# ( — I3 ._Submittal Date Project Address:f% Contact: re, !:y 7, e- c. -r\ Ph: Y07- q02- L/215_ Fax: Email: Trades encompassed in revision: Er Building Plumbing Electrical 0' Mechanical Life Safety Waste Water General description of revision: pf ao(u e- Nc"i well df, d -a f' Lnel-gy Cmc I C 5 ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building roRr,; r o BUILDING r • PLAN REVIEW COMMENTS Application Number: 18-3198 Date: 09/28/2018 Project Description: New SFR Contact Name: Zachary Miller Job Address: 411 W 191h Street Contact Email: millerconstruction(d)cfl.rr.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.Qov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: I. Two (2) copies of a Truss Layout from the truss manufacturer are required to be submitted for review FBC 107 2. The Energy Calculations need to be printed out "portrait" orientation and 1 sheet per page for legibility. FBC 107 3. The Energy Calculations specify an "unvented" attic/roof. The plans are not designed for an unvented attic. Please revise FBC 107 4. The Energy Calculations specify R-20 insulation for the Attic while the plans specify R-30. Please revise the calculations to R-30 insulation for the attic space FBC 107 5. The Energy Calculations specify R4.1 for the CMU walls while the plans specify R4.2. Please revise as necessary FBC 107 6. Detail 1/A2.1 "Typical Wall Detail" shows a stemwall foundation. The foundation page specifies a mono foundation. Please revise as necessary. FBC 107 7. The Electric plan page is required to show the smoke/carbon detectors as required by FBCR R314 & R315 FBC 107 8. A (GFCI) receptacle is required at the exterior Front Entry Porch. Please revise Sheet E.1 to show this FBC 107 9. Plan page A2.2 Truss Layout is missing. Please provide an accurate truss layout on the plans, including truss locations and truss ids that match the Truss Layout from the truss manufacturer. All hold-downs shall be specified on the truss plan page. FBC 107 10. The Product Approval package is incomplete. Please provide two (2) copies of a corrected Specification Sheet, Florida Product Approval and corresponding installation instructions for the following products: I- Single hung windows (double hung approvals submitted) Fixed windows (none provided) Shingles (starter strip approvals submitted) Mullions (none provided) FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official I m RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Cascadia Builder Name: Miller Construction Services 0 Street: 411 19th Street Permit Office: City of Sanford ORCity, State, Zip: Sanford , FL , Permit Number: 15108 9 8 $141 0 Owner: Miller Construction Services Jurisdiction: 7 -MEWDesignLocation: FL, Orlando County: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1304.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1116.00 ft2 b. Frame - Wood, Adjacent R=13.0 188.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1495.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 1495.00 ft2 6. Conditioned floor area above grade (ft2) 1495 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(200.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 299 a. U -Factor: Dbl, U=0.34 200.33 ft2 SHGC: SHGC=0.29 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.2 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 23.2 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1495.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1495.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 46.25 Glass/Floor Area: 0.134 PASSTotalBaselineLoads: 46.30 f1 7 I hereby certify that the plans and specifications covered by Review of the plans and OF VE S'N, this calculation are in compliance with the Florida Energy specifications covered by this Code.calculation Digitally signed by Luis MoralesLuisMorales indicates compliance rfr7 ' _ , sp { ti z ODate: 2018.06.2817:05:48-04'00' with the Florida Energy Code. u101., i'9' ;;:,, „ PREPARED BY: Before construction is completed DATE: -___ _ __ ___ this building will be inspected for 0 compliance with Section 553.908 t I hereby certify that this building, as designedPsi compliance Florida Statutes. CODwiththeFloridaEnergyC OWNER/AGENT:-__ -__ ___- WE BUILDING OFFICIAL:._ DATE: DATE: ___ if) - _. __ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 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 0.030 Qn for whole house. 6/28/2018 5:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT 6/28/2018 5:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Cascadia Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1495 Lot # Owner Name: Miller Construction Services Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Miller Construction Services Rotate Angle: 0 Street: 411 19th Street Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V/ Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 1495 11960 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1495 11960 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 139.5 ft 1495 ft2 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1541 ft2 0 ft2 Dark 0.6 N 0.6 No 20 14 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1495 ft2 N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 0.01 Blown 1495 ft2 0.1 Wood 6/28/2018 5:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT 6/28/2018 5:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV-4--011t--To- Waller%pe Space R=Value F_t-In F_t-!n QrPa R--Value-Fraction-Absor_ rade%o. _ 1 N Exterior Concrete Block - Int Insul Main 4.1 40 0 8 0 320.0 ft2 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 38 6 8 0 308.0 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 19 6 8 0 156.0 ft2 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 41 6 8 0 332.0 ft2 0 0 0.6 0 5 Garage Frame - Wood Main 13 23 6 8 0 188.0 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Main None 6 3 6 8 20 ft2 2 Wood Main None 6 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Metal Low -E Double Yes 0.34 0.29 N 20.3 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 N 1 Metal low -E Double Yes 0.34 0.29 N 60.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 W 2 Metal Low -E Double Yes 0.34 0.29 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 S 3 Metal Low -E Double Yes 0.34 0.29 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 4 Metal Low -E Double Yes 0.34 0.29 N 60.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 460 ft2 460 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1395.3 76.6 144.06 .2578 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 23.2 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 23.2 kBtu/hr 696 cfm 0.75 1 sys#1 6/28/2018 5:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT Name: Rating Compant: Signature: Date: 6/28/2018 5:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply -- Return — Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 299 ft2 Attic 74.75 ft Proposed On Main cfm 44.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr May [X] Jun Jul Augri Se Oct Nov Dec HeatinHJan HFeb Mar f Apr f May [ ] Jun JulAuSeprlrj Oct X] Nov DecHVentinJanFebXMarX] A r [ Ma [ ] Jun Jul Aug Se X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 25 0 0 0 1 - Electric Heat Pum 1 - Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/s .ft. 0 ft2 Oft 0.3 Main Name: Rating Compant: Signature: Date: 6/28/2018 5:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods FADDRESS: 411 19th Street Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. V 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. MR402.4 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 envelcTom building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. Q 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. Ej R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/28/2018 5:04 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manuf, air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/28/2018 5:04 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/z 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). El 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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUM CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 6/28/2018 5:04 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/28/2018 5:04 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatofte 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. 6/28/2018 5:04 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 23.2 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1495 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.340 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.290 c) Area 7c. 200.3 8. Skylights a) U -factor: (we ig hted average) b) Solar Heat Gain Coefficient (SHGC) 9. Floor type, insulation level: a) Slab -on -grade (R -value) b) Wood, raised (R -value) c) Concrete, raised (R -value) 10. Wall type and insulation: A. Exterior: 1. Wood frame (Insulation R -value) 2. Masonry (Insulation R -value) B. Adjacent: 1. Wood frame (Insulation R -value) 2. Masonry (Insulation R -value) 11. Ceiling type and insulation level a) Under attic b) Single assembly c) Knee walls/skylight walls d) Radiant barrier installed 8a. NA 8b. NA 9a. 0.0 9b. 9c. 10A1. 10A2. 4.1 10131. 13.0 10132. 11a. 0.0 11 b. 11 c. 11d. No 14. Heating system: Capacity 23.2 a) Split system heat pump HSPF 8.2 b) Single package heat pump HSPF c) Electric resistance COP d) Gas furnace, natural gas AFUE e) Gas furnace, LPG AFUE f) Other 15. Water heating system a) Electric resistance EF 0.92 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF f) Heat recovery unit HeatRec% g) Other 16. HVAC credits claimed (Performance Method) a) Ceiling fans b) Cross ventilation No c) Whole house fan No d) Multizone cooling credit e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 411 19th Street City/FL Zip: Sanford, FL 6/28/2018 5:04:08 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Project Summa Job: 411 19th Street ro wrightsoft° Summary Date: 06/28/2018 House sy: XF/LM One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wew..OneStopCooling.com License: CAC032444 Project Information For: Miller Construction Services 411 19th Street, Sanford, FL Notes: Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsott• 2018 -Jun -2816:59:55 Right-Suite®Universal 201818.020 RSU16793 Page 1 ACC$+, ... Services\CascadiaWll 19th StreetCascadia.rup Calc= MJ8 House faces: N Design Infe Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 F Outside db 92 F Inside db 68 F Inside db 74 F Design TD 26 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15795 Btuh Structure 13399 Btuh Ducts 2314 Btuh Ducts 1527 Btuh Central vent (25 cfm) 721 Btuh Central vent (25 cfm) 508 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18831 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 15033 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2312 Btuh Ducts 608 Btuh Central vent (25 cfm) 832 Btuh Heating Cooling Outside air 3752 BtuhArea (ft) 1493 1493 Equipment latent load Volume (ft) 11946 11946 Air changes/hour 0.55 0.23 Equipment Total Load (Sen+Lat) 18785 Btuh Equiv.AVF (cfm) 110 46 Req. total capacity at 0.75 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN; JANITROL;AMANA DISTI... Model GSZ140241 K Cond GSZ140241 K AHRI ref 7995055 Coil ARUF251314A AHRI ref 7995055 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 17400 Btuh Heating output 23200 Btuh @ 47°F Latent cooling 5800 Btuh Temperature rise 27 F Total cooling 23200 Btuh Actual airflow 773 cfm Actual airflow 773 cfm Airflowfactor 0.043 cfm/Btuh Airflowfactor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 37 °F Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsott• 2018 -Jun -2816:59:55 Right-Suite®Universal 201818.020 RSU16793 Page 1 ACC$+, ... Services\CascadiaWll 19th StreetCascadia.rup Calc= MJ8 House faces: N wrightsoft• Right -J® Worksheet House One Stop Cooling and Heating Job: 411 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandsoove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name House BED2 2 E nosed wall 139.5 ft 13.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 11.0 x 13.0 ft 5 Room area 1493.3 f12 143.0 ft Ty Construction U -value Or HTM Area (it) Load Area (ttz) Load number BtuhAP--°F) Btuh/ft-) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 13A-4ocs 0.143 n 3.73 2.90 320 238 888 689 0 0 0 0 CG 4A5-2om 0.340 n 8.87 10.59 22 0 192 229 0 0 0 0 4A5-2om 0.340 n 8.87 10.59 60 0 535 638 0 0 0 0 13A-4ocs 0.143 e 3.73 2.90 332 252 939 729 0 0 0 0 11 4A5-2om 0.340 a 8.87 29.09 60 0 535 1754 0 0 0 0 11J0 0.600 a 15.66 18.87 20 20 315 379 0 0 0 0 Vu 13A-4ocs 0.143 s 3.73 2.90 156 126 470 365 0 0 0 0 t -G 4A5-2om 0.340 s 8.87 10.76 30 53 266 323 0 0 0 0 yJ 13A4ocs 0.143 w 3.73 2.90 308 278 1038 805 104 89 332 258 t -G 4A5-2om 0.340 w 8.87 29.09 30 0 266 873 15 0 133 436 R 1213-0sw 0.091 2.38 1.51 188 168 399 253 88 88 209 133 D 11J0 0.600 n 15.66 18.87 20 20 315 379 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 1493 1493 2206 2439 143 143 211 234 F 22A-tpm 1.180 30.80 0.00 1493 140 4296 0 143 13 400 0 6 c)AED excursion 0 177 Envelope loss/gain 12661 9856 1286 1237 12 a) Infiltration 3135 923 292 86 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Applianoes/other 1700 0 Subtotal (lines 6 to 13) 15795 13399 1578 1553 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15795 13399 1578 1553 15 Dud loads 15% 11%1 2314 1527 15% 11% 231 177 Total room load 1 18110 14926 1809 1730 Air required (dm) 773 773 77 90 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlgFstsoft" 2018 -Jun -281 Right -Suite® Universal 2018 18.0.20 RSU16793 Pg Page 1 Services\Cascadiak111 19th Street\Cascadia.rup Calc= MJ8 House faces: N FV- wrightsoft• Right -J® Worksheet House One Stop Cooling and Heating Job: 411 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: wwwOneStopGooling.com License: CAC032444 1 Room name LNDY MBTH 2 Exposed wall 0 ft 6.5 It 3 Room height 8.0 It heat/cool 8.0 ft heat/000l 4 Room dimensions 6.0 x 7.0 ft 6.5 x 7.5 ft 5 Room area 42.0 ft' 48.8 fF Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number BtuM' °F) Btuh/fF) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 613A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 G 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 13A40cs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5 -20m 0.340 a 8.87 29.09 0 0 0 0 0 0 0 0 LLD 11J0 0.600 a 15.66 18.87 0 0 0 0 0 0 0 0 V/ 13A4ocs 0.143 s 3.73 2.90 0 0 0 0 52 52 194 151 L --G 4A5-2om , 0.340 s 8.87 10.76 0 0 0 0 0 0 0 0 V/ 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 L -G 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.38 1.51 48 48 114 72 4 4 10 6 D 11 Jo 0.600 n 15.66 18.87 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 42 42 62 69 49 49 72 80 F 22A-Ipm 1.180 30.80 0.00 42 0 0 0 49 7 200 0 6 c)AED excursion 28 12 Envelope loss/gain 176 112 476 224 12 a) Infiltration 0 0 146 43 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoes/other 500 0 Subtotal (lines 6 to 13) 176 612 622 267 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 176 612 622 267 15 Dud loads 15% 11% 26 70 15% 11% 91 30 Total room load 202 682 713 297 Air required (ctrn) 1 1 9 35 30 15 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2018 -Jun -281 Right -Suite@ Universal 201818.020 RSU16793 Pg Page 2 Services\Cascediaktll 19th Street\Cascadia.rup Calc= MJ8 House faces: N wrightsofe Right -M Worksheet House One Stop Cooling and Heating Job: 411 19th Street Date: 06/28/2018 By. XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.00m License: CAC032444 1 Room name BTH2 T012 2 Exposed wall O ft O ft 3 Room height 8.0 ft heat/000l 8.0 ft heatI000l 4 Room dimensions 7.0 x 6.0 ft 5.5 x 6.0 ft 5 Room area 42.0 fF 33.0 ft Ty Construction U -value Or HTM Area (ft2) Load Area (ft') Load number Btuh/F' F) BtuM) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross NIPS Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2om 0.340 a 8.87 29.09 0 0 0 0 0 0 0 0 11J0 0.600 a 15.66 18.87 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5-2om 0.340 s 8.87 10.76 0 0 0 0 0 0 0 0 y/ 13A4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 L -G 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 D 11J0 0.600 n 15.66 18.87 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 42 42 62 69 33 33 49 54 F 22A -tom 1.180 30.80 0.00 42 0 0 0 33 0 0 0 6 c)AED excursion 3 2 Envelope loss/gain 62 66 49 52 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesfother 0 0 Subtotal (lines 6to13) 62 66 49 52 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 62 66 49 52 15 Dud loads 15% 11% 9 7 15% 11% 7 6 Total room load 71 73 1 56 57 Air required (dm) 1 1 3 4 2 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoft^ 2018 -Jun -2816:59:55 A- -- •- Right -Suite@ Universal 2018 18.0.20 RSU16793 Page 3 Services\Cascadia\411 19th Street\Cascadia.rup Calc= MA House faces: N wrightsoft Right-J® Worksheet House One Stop Cooling and Heating Job: 411 19th Street Date: 06/28/2018 By. xF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name MBED BED3 2 Exposed wall 31.5 It 26.0 It 3 Room height 8.0 It heaUcool 8.0 It heat/000l 4 Room dimensions 1.0 x 219.3 ft 11.0 x 15.0 It 5 Room area 219.3 ft' 165.0 ft' Ty Construction U -value Or HTM Area OF) Load Area (fl?) Load number BhjM2 °F) BtAtIt') or perimeter (ft) Bbih) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 13A -4o cs 0.143 n 3.73 2.90 0 0 0 0 88 88 328 255 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 I G 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 V)/ 13A-4ocs 0.143 a 3.73 2.90 148 148 552 429 0 0 0 0 11 4A5-2om 0.340 a 8.87 29.09 0 0 0 0 0 0 0 0 L_ GG 11.10 0.600 a 15.66 18.87 0 0 0 0 0 0 0 0 Vu 13A 4ocs 0.143 s 3.73 2.90 104 74 276 214 0 0 0 0 T -G 4A5-2om 0.340 s 8.87 10.76 30 26 266 323 0 0 0 0 V 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 120 105 392 304 G 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 15 0 133 436 R 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 D 11J0 0.600 n 15.66 18.87 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 219 219 324 358 165 165 244 270 F 22A-tpm 1.180 30.80 0.00 219 32 970 0 165 26 801 0 6 c)AED excursion 59 164 Envelope loss/gain 2389 1265 1898 1429 12 a) Infiltration 708 208 584 172 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 2 460 1 230 Appliancescother 0 0 Subtotal (lines6 to 13) 3097 1933 2482 1831 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3097 1933 2482 1831 15 Dud loads 115%1 454 220 15% 11 %1 3b4l 209 Total room load 3550 2154 2846 2040 Air required (dm) 152 112 122 106 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsotft- Right -Suite® Universal 201818.020RSU16793 2018-Jun-281Page4 Services\Cascadia4111 19th StreeACascadia.rup Calc= MJ8 House faces: N 9 wrightsoft Right-J® Worksheet House One Stop Cooling and Heating Job: 411 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www0neStopCooling.ccm License: CAC032444 1 Room name KIT FAM/DINE 2 Exloosed wall 0 ft 58.0 ft 3 Room height 8.0 It heat/cool 8.0 ft heatt000l 4 Room dimensions 1.0 x 251.3 ft 1.0 x 499.5 ft 5 Room area 251.3 fF 499.5 ft Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number Btuh/ft? °F) Btuhlftt) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 232 150 560 434 4A5 -20m 0.340 n 8.87 10.59 0 0 0 0 22 0 192 229 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 60 0 535 638 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 184 104 387 300 11 4A5-2om 0.340 a 8.87 29.09 0 0 0 0 60 0 535 1754 MID 0.600 a 15.66 18.87 0 0 0 0 20 20 315 379 Vu 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.340 s 8.87 10.76 0 0 0 0 0 0 0 0 y 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 48 48 179 139 I --G 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 12C-0sw 0.091 2.38 1.51 48 28 66 42 0 0 0 0 11J0 0.600 n 15.66 18.87 20 20 315 379 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 251 251 371 410 500 500 738 816 F 22A-tpm 1.180 30.80 _ . 0.00 251 0 0 0 500 58 1786 0 6 c)AED excursion 90 136 Envelope loss/gain 752 741 5227 4555 12 a) Infiltration 0 0 1303 384 b) Room ventilation 1 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoeslother 1200 0 Subtotal (lines 6 to 13) 752 1941 6531 4938 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 752 1941 6531 4938 15 Ductloads 15% 11% 110 221 15% 11% 957 563 Total room load 862 21637487 5501 Air required (dm) 37 112 320 285 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigt tsoFt^ 2018 -Jun -28 g Right-SuiteOUniversal 2018 18.0.20 RSU16793 1 Page 5 Services\Cascadia\411 19th Street\Cascadia.rup Calc= MA House faces: N wrightsofIV Right -J® Worksheet House One Stop Cooling and Heating Job: 411 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 1 Room name MWIC WIC2 2 Exposed wall 0 ft 4.5 ft 3 Room height 8.0 ft heaV000l 8.0 ft heat/cool 4 Room dimensions 6.0 x 4.5 ft 5.0 x 4.5 ft 5 Room area 27.0 ftz 22.5 fl Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number Btuhrtt' °F) Btuh/ft) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UL/ 13A-4as 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 l-- GG 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 V)/ 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5 -tom 0.340 a 8.87 29.09 0 0 0 0 0 0 0 0 L_ pC 11.10 0.600 a 15.66 18.87 0 0 0 0 0 0 0 0 Vu 13A-0as 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 T -G 4A5-2om 0.340 s 8.87 10.76 0 0 0 0 0 0 0 0 V/ 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 36 36 134 104 T -G 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 q 12C-0sv 0.091 2.38 1.51 0 0 0 0 0 0 0 0 D 11.10 0.600 n 15.66 18.87 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 27 27 40 44 23 23 33 37 F 22A-tpm 1.180 30.80 0.00 27 0 0 0 23 5 139 0 6 c)AED excursion 1 2 8 Envelope lossIgain 40 42 306 133 12 a) Infiltration 0 0 101 30 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) 40 42 407 163 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 40 42 407 163 15 Dud loads 15% 11% 6 5 15% 11% 60 19 Total room load 46 47 467 182', Air required (dm) 2 2 20 9 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsofft" 2018 -Jun -2816:59:55 m•m Right -Suite® Universal 2018 18.0.20 RSU16793 Page 6 Services\Cascadia\411 19th Street\Cascadia.rup Calc= MJ8 House faces: N Duct System Summary Job: 41119th Street wrightsoft, Date: 06/28/2018 House Bv: XFA-M One Stop Cooling and Heating 7225 Sandscove Court, winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 For: Miller Construction Services 411 19th Street, Sanford, FL External static pressure Pressurelosses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.214 in/100ft 773 chn 159 Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 /0.170 in H2O 0.214 in/100ft 773 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1730 77 90 0.233 6.0 Oxo VIFx 30.8 115.0 st1 BED3 h 2846 122 106 0.238 6.0 Ox 0 VIFx 28.1 115.0 st1 BTH2 c 73 3 4 0.249 4.0 Oxo VIFx 31.3 105.0 st2 FAM/DINE h 2496 107 95 0.244 6.0 Ox 0 VIFx 34.3 105.0 st2 FAM/DINE-A h 2496 107 95 0.232 6.0 Oxo VIFx 31.6 115.0 st1 FAM/DINE-B h 2496 107 95 0.214 6.0 Oxo VIFx 38.5 120.0 st1 Krr c 2163 37 112 0.240 6.0 Oxo VIFx 26.6 115.0 st1 LNDY c 682 9 35 0.257 4.0 Ox 0 VIFx 32.5 100.0 st2 MBED h 3550 152 112 0.240 7.0 Oxo VIFx 31.4 110.0 st2 MBTH h 713 30 15 0.282 4.0 Oxo VIFx 25.6 95.0 st2 MWIC c 47 2 2 0.242 4.0 Oxo VIFx 30.3 110.0 st2 T012 c 57 2 3 0.274 4.0 Ox 0 VIFx 23.9 100.0 st2 WIC2 h 467 20 9 0.230 4.0 Ox 0 VIFx 32.7 115.0 st1 Boldrdallc values have been manuallyoverridden wrightsoft` 2018 -Jun -28 16:59:56 RightSuite®Universal 201818.020RSU16793 Pagel Services\Cascediaklll 19th Street\Cascadia.rup Calc= MJ8 House faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 PeakAVF 469 507 0.214 645 12.0 0 x 0 VinlFlx st2 PeakAVF 305 267 0.240 690 9.0 0 x 0 VinlFlx Boldrdallc values have been manuallyoverridden wrightsoft` 2018 -Jun -28 16:59:56 RightSuite®Universal 201818.020RSU16793 Pagel Services\Cascediaklll 19th Street\Cascadia.rup Calc= MJ8 House faces: N Name Grille Size (in) Htg Cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mafl Trunk rb1 Oxo 773 773 0 0 0 0 Ox 0 VIFx wrightsoft' 2018 -Jun -2816:59:56 Right -Suite® Universal 2018 18.020 RSU16793 Page 2 Services\CascadiaW1119tiStreet\Cascadia.rup Calc =MJ8 House faces: N Static Pressure and Friction Rate Job: 41119th Street wrightsoft Date: 06/28/2018 House By: XF/LM One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www..OneStopCooling.com License: CAC032444 For: Miller Construction Services 411 19th Street, Sanford, FL Heating Heating Cooling in/100ft) in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses 21 0 Coil 0 0 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Heating Supply Return in/100ft) ft) ft) Measured length of run -out 18 0 Measured length of trunk 21 0 Equivalent length of fittings 120 0 Total length 159 0 Total effective length 159 Heating Cooling in/100ft) in/100ft) Supply Ducts 0.214 > 0.18 0.214 > 0.18 Return Ducts 0.214 > 0.18 0.214 > 0.18 Supply 4X=35,11 A=20, 11G=5, 11G=5, 1A=35, 11G=5, 11G=5, 11G=5, 11 G=5: Total EL=120 Return TotalEL=0 wrightsoft` 2018 -Jun -28 16:59:56 r.' : „»,, , » Rght-Suite®Universa12018 18.020 RSU16793 Page 1 Services\Cascadia\411 19th Street\Cascedia.rup Calc= W8 House faces: N 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Cascadia Builder Name: Miller Construction Services Street: 411 19th Street Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: U Owner: Miller Construction Services Jurisdiction: 691500 ui Design Location: FL, Orlando v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in an dropped ceiling/soffitYpp9 /soffit insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend hind p0ing andwiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler covere d walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 6/28/2018 5:04 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 A v N EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Level 1 DV- VTR I t sc, ro' EF1 •VTR /r'` FL00 I 24X18 .! 773-cfm WIT BTI =' r /6"We PANEL t! l : _ . I'fresh air 8x _ - -- - 30cf , 3- M cEe T I BED2 i k412Al yEDV 7, r" cfm i I, 8xfm g $ EF1-VTRI , 4„ r q 4 I \; L _ 2 v //9 cfm 1_n_i ort -A 10x 10 1 10x8 ii 10x6 20 cfm E i / 4D ,Vol) C L.VPurc 13x12j152cfm T LRB2 Nt07 NTiN1Dx6 1 r 8 –R 2 cfm l – – ' KR 11269 + OUTUEr1 i I j uN t 4 5. 1U;% / I UPPER 6 I I 16x4 / Ii MWI -- h 12x 2 8 i 4i. WIC2 12x 12----`.I> r122cfmY ---- w 10x6 107 cfm''. 10\X 10. 6 6' LRB 1 C I i— 5 BED3 10Icfm FAM /DINE 10X10 = 10x10 107 cfm Job #:411 19th Street One Stop Cooling and Heating Scale: 1 : 62 Performed by XF/LM for: Page 1 Mier CorstrLdw Services 7225 Sandscove Court Right -Suit& Uriversa12018 411 19h Street Winter Parts FL 32792 18.0.20 RSU16793 Sardard FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 201& h StreE Cass e daklll 19th StreehCascadan p vwwvoneaopCool ing com 2C GARAGE DV- VTR I t sc, ro' EF1 •VTR /r'` FL00 I 24X18 .! 773-cfm WIT BTI =' r /6"We PANEL t! l : _ . I'fresh air 8x _ - -- - 30cf , 3- M cEe T I BED2 i k412Al yEDV 7, r" cfm i I, 8xfm g $ EF1-VTRI , 4„ r q 4 I \; L _ 2 v //9 cfm 1_n_i ort -A 10x 10 1 10x8 ii 10x6 20 cfm E i / 4D ,Vol) C L.VPurc 13x12j152cfm T LRB2 Nt07 NTiN1Dx6 1 r 8 –R 2 cfm l – – ' KR 11269 + OUTUEr1 i I j uN t 4 5. 1U;% / I UPPER 6 I I 16x4 / Ii MWI -- h 12x 2 8 i 4i. WIC2 12x 12----`.I> r122cfmY ---- w 10x6 107 cfm''. 10\X 10. 6 6' LRB 1 C I i— 5 BED3 10Icfm FAM /DINE 10X10 = 10x10 107 cfm Job #:411 19th Street One Stop Cooling and Heating Scale: 1 : 62 Performed by XF/LM for: Page 1 Mier CorstrLdw Services 7225 Sandscove Court Right -Suit& Uriversa12018 411 19h Street Winter Parts FL 32792 18.0.20 RSU16793 Sardard FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 201& h StreE Cass e daklll 19th StreehCascadan p vwwvoneaopCool ing com RECORD COPY Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 ALPINE alp neitw. com755 6001 ANnVC A, Site Information: ustomer Accu -Span Truss Company Job Number. 21219 DbDescription: Cascadia home /Cascadia home -MILLER CONSTRUCTION ddress: lot 411 19th Street 1 City, State, Zip: SANFORD, FL Name: Address: Address and License # of Structural EOR if one exists for the building: License #: State: Job Engineering Criteria: Design_Code:_FBC.2017-RES------ --- - --- -- Wind Standard: ASCE 7-10 Wind Speed (mph): 140 City, State, Zip: Viiew_Version: 17.02.01..1115.21 JRef_#: 1WcQ4080019-- -- Roof Load (pso: 20.00- 7.00- 0.00- Floor Load (pso: None 10.00 This package contains a job notes page, 8 truss drawings and 3 details. Item Seal # Truss 1 199.18.0748.47827 A01 3 199.18.0748.57593 A03 5 199.18.0749.04760 B01 7 199.18.0749.14013 C01 Item Seal # Truss 2 199.18.0748.52960 A02 4 199.18.0749.02767 A04 6 199.18.0749.11767 B02 8 199.18.0749.16670 CO2 4+ 1 8 _ 3 198 This document has been electronically signed using a Oigitat Signature. Printed copies without an original signature must be verified using the original electronic version. E Na No. 70861 1 STATE OF OR SlOW Al 07/18/2018 Florida Certificate of Product Approval #FL1999 Printed 7/18/2018 8:33:14 AM Job Number: 21219 Webs Pty: 1 SEQN: 963120 / T10 MONO Cust: R408 JRef: 1WcQ4080019 Cascadia home /Cascadia home -MILLER CONSTRUCTION 37"9 3'6"13 1'4"12 Qty: 11 36"2 7'0"4 70'11'1 FROM: JB 25'2'5 28'10"1 375"6 DrwNo: 199.18.0748.47827 Truss Label: A01 U-1 215 -527 Y - X 39'11'4 I - T KM / WHK 07/18/2018 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) F - W TCLL: 20.00 Wind Std: ASCE 7-10 37"14 T5" 10'11"7 14'73 18'2"11 21'10'4 25'5"9 29'1"6 32'8"11 36'4"7 39'11"4 r' 37"14+ 3'9"2 + 3'6"7 + 37"121 37"9 + 37"9 37'5 37"13 37"5 37"13+ VERT(LL): 0.663 J 529 240 1112XC 03X6 5X6 M L 172'6 K -_4X6 3 v 05X6 O R n4 s4X6 I a 4X6 H T sH0510 b oH0510 G D 836X6 N N N G 4X12 F 04X6 a 3 T1 E W o6XX6 12 C G XW6 _-6X6 a 1114X6(E5)AA112XX4 Z 1113X6 10'9"14 Webs 29'1"6 Tens. Comp. rt'4" 3'6"2 3'6"2 3'11"6 3'4"1 37"11 377 37"8 37"12 37"5 37"9 3'6"13 1'4"12 E - Y 36"2 7'0"4 70'11'1 14'3"i 1711"5 21'6'72 25'2'5 28'10"1 375"6 36'0"75 3917"12 B 1314-4198 U-1 215 -527 Y - X 39'11'4 I - T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) F - W TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.663 J 529 240 B 236 /285 /94 /- /410 /7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.900 J 284 180 Y 2170 /702 /1050/- /- 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.155 S - - P 994 /343 /442 /- / - 2.8 Des Lit 37.00 EXP: CHORZ(TL): 0.289 S - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.984 Y Min Brg Width Req = 2.2 Load Duration: 1.25 MWFRS Parallel Dist Wto h TPI Std: 2014 Max BC CSI: 0.805 P Min Brg Width Req = 2.82BearingsB, Y, & P are a rigid surface. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.873 Bearing B requires a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:0(0)/O(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver. 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 Dense :T1 2x4 SP #1 Dense: B - C 1055 -576 H-1 1236 -3958 Bot chord 2x4 SP #2 Dense :83, B4 2x4 SP #1 C - D 1061 -574 I - J 1639 -5041 Dense: Webs 2x4 SP #3:W6, W7, W9 2x4 SP #2 Dense: D - E 1469 -775 J - K 1721 -5208 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' E - F 4744 -1847 K - L 1476 -4449 F - G 1093 -565 L - M 903 -2764 Bracing G - H 513 -1963 a) Continuous lateral restraint equally spaced on member. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B -AA 116 -1009 U - T 4043 -1514 All plates are 3X4 except as noted. AA- Z 116 -1017 T - S 5075 -18% Wind Z - Y 369-1462 S - R 5185 -1875 X - W 1526 -4825 R - Q 4373 -1569 Wind loads based on MWFRS with additional C&C µht+rttttrg1trgrrr W - V 174 -886 Q - P 2631 -935 member design. 141 y,>1_ wit yfir4._ V - U 2108 -856 Additional Notes Negative reaction(s) of -285# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - Z 254 -603 V - H 319 -826 E - Y 1314 -291 H - U 1787 -608 E -X 1314-4198 U-1 215 -527 Y - X 927 -2754 I - T 963 -320 X - F 515-1402 K - R 275 -729 F - W 3655 -1250 L-0 578 -1577 W - G 401 -1057 Q - M 608 -181 G - V 2679 -923 M - P 894 -2525 07/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary per BCSj. Unless noted o(herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlydrigidcellinLocationsshownforpermanentlateralrestraintofwebsshallhavebraciriinslalledperBCSIsectionsB3, B7 or 810, icable. Apply plates to each face oftrussand position as shown above and on the Joinl9Details, unless noted otherwise. kefer to Is 160A -Z for standard plate positions. a division of ITW BuilOhgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling, shippintq, installation and bracing of trussesA seal on this drawing or cover, pa e , this drawing indicates acceptance of pro)less ona engineering responsibility solely for the desi n shown. The sp. bdrtyleofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.,. 11 101,50F u+rtwcawwa 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21219 Ply: 1 SEQN: 963130 / T13 GABL Cust: R408 JRef: 1WcQ4080019 Cascadia home /Cascadia home -MILLER CONSTRUCTION Qty: 1 FROM: JB DrwNo: 199.18.0748.52960 Truss Label: A02 KM / WHK 07/18/2018 37114 TS 10'11-6 14713 16'2'11, 21'10-4 25'5'9 29'7'6 376.71 36'4'7 3971'4 I' 37114 1 3'8'2 I 3'8-6 } 3T1 3718 1 3515 1 37-131 3715 + 37113 1 39 f 20' zF-6 + l 7rl 83X4 03X4 P 03X4(") O N 03X4 03X4 03X4 M 1776 o 3X4 S D 12 05X8 w 3 03X4 K AC m 03X4 AK 06X8 H AL03X4 (a) N 33X6P G 03X4 a 3 03X4 03X4 D AG e 8 12 B Cl AP 04X8 1TA 04X6(E5) AT AS3X4 03X8 D as T R 05X6 07X10 114X6 03X6 29'0.6 10'8'2 2 F7'4' 3'8"2 3'6'1 3'6'2 10'4 3'11'8 3'4'1 37173 3715 3719 3'10'1 3'5' 74iT70 2 10'11'1 14'3'1 11119 21'6.12 2575 29'0"6 3276 1 3Bi 15 3773 t 34' 76 399.1 V8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL 1W TCDL: 7.00 Speed: 140 mph PE NA Ce: NA VERT(LL): 0.118 AM 999 24 B* 144 /39 171 /- /36 /131 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.327 AM 999 18C AJ*135 /42 /68 /- /- /128 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.027 1 - - Q 167 /92 / - / - / - /2.8 Des Ld: 37.00 EXP: CMeanHeight: 15.00 ft HORZ(TL): 0.050 I - - AU /151 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 AF /146 Soffit: 2.00 BCDL: 5.0 psf T / 219BldgCode: FBC 2017 RES Max TC CSI: 0.531 Wind reactions based on MWFRS Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.746 B Min Big Width Req = - Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.709 AJ Min Brg Width Req = - Loc. from endwall: Any FT/RT:0(0y0(0) Q Min Big Width Req = 2.8 GCpi: 0.18 Plate Type(s): I Bearings B, AJ, & S are a rigid surface. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 Bearing B requires a seat plate. Lumber Top chord 2x4 SP #2 Dense Members not listed have forces less than 375# Bot chord 2x4 SP #2 Dense Maximum Top Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' F - G 1396 -1119 J - K 332 -797 Bracing G -H 32 -492 K -L 1085 -747 a) Continuous lateral restraint equally spaced on H - I 684 -1515 L - M 799 -545 member. 1-1 778-1608 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. 1 plate(s) require special positioning. Refer to AP -AO 608-1357 AK -AH 356 -790 scaled plate plot details for special positioning AO -AN 568 -526 AH -AC 437 -911 requirements. AN -AM 1545 -1095 AC -Z 246 -567 Wind y nu ttlryltrt rrr4f AM -AL 1586-1102 Z -W 355 -735 f e AL -AK 700 -557 Wind loads based on MWFRS with additional C&C r ii'ymemberdesign. T •% aMaximum Web Forces Per Ply (Ibs) Additional l Webs Tens.Comp. Webs Tens. Comp. Notes MSeeDWGSA14015ENC101014 & GBLLETIN0118 for bracing F -AQ 428 -46 H -AN 905 -524 0gablewindandotherrequirements. Q. = F -AP 526 -1194 J -AL 484 779 Laterally brace BC above filler @ 24" O.C. (or as s ; . AQ -AP 677-1194 AL- K 384 -179 designed) Including a brace on BC directly above AP- G 517 -797 K -AK 1032 -1701 both ends of filler (if no rigid diaphragm exists at that point) s S T 0 . G -AO 1766-1019 AI -AH 522 -835 Q* F AO- H 344 M WQ7° -490 - 446 -222 A. COA QNA -- - - rN t 07/18/2018 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, handlingshiComponentSafetyInformation, by TPI SBCA) ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building an r sa ety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lled per BCSI sections B3, 67 or 1310, _ as applicable. Apply plates to each face oftrtruss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. ALPINEAlpine, a division of ITW Build!n Components Group Inc. truss in ANSII PI shall not be responsible for any deviation from this dr failure to build the µrQ„,,,,, conformance with 1, or for handlin shippin , installation and bracing of trussesA seal on this drawing or cover pa e, _ 6750 ForumDrivelistingthisdrawingindicatesacceptanceofproessionaTengineeringresponsibilitysolelyforthedesinshown. The suifab)Irty, Suite and use of this aiawing forisany structure the responsibility of the uilding Designer per ANSUTPI 1 Sec.2. 305 For more information see this JoVs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ' SBCA: www.sbeindusl .com' ICC: www.iccsafe.org Orlando FL, Job Number. 21219 Ply: 1 SEAN: 963117 / T3 MONO Cust: R408 JRef: 1 WCQ4080019 Cascadia home /Cascadia home -MILLER CONSTRUCTION Qty: 6 FROM: JB DrwNo: 199.18.0748.57593 Truss Label: A03 KM / WHK 07/18/2018 3114 T. 10'11,7 1413 16'711 21'10'4 25'58 29'1'6 38 36'4'7 39'11'4, 3T14 3'8'2 + 3' 3T 12 3'T9 3'19 3715 T3T 371,1111 , 3113 1 35'13 ' 112M 0 e3X8M e5X6 1776 L 35X8 K 94X6112x4 3 p 04X6 -4X112X4 J R B4 0 r 4X6 0"X'6 t s5X12 06 $5X8 s a eH0510 11 G H 0 T oHO510 aaxe w B3 m 4X12 F a T1 E Y 12 AA C AB xTix A B ( a) . 6 B' 114X8(ES) 114 AD A 6X10 112%4 =5X6 112X4 63X6 07/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, as applicable. Apply /ales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to ALPINEdrawings160A -Z for s0andard plate positions. Alpine, a division of ITW Buildingg Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ulnwrowun' truss in conformance with ANSI/TPI 1, or for handlin sht pin , installation and bracing of trussesA seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of pro essiPonR engineering responsibility solely for the design shown. The suifability Suite 305anduseofthisdrawingforanystructureistheresponslbil'1ty of the Building Designer per ANSVTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;_TPI: www./ inst.o ' SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 10'11,10 Me }- ----2172 r 10'8.14 29'1.8 p4'---3'6'2 35.2 3'11.8 3'6'2 TO'4 10'11'1 3'4' 1 ' L , , 71'1{x. 14'31 1111' 1 21'6'1 2 7 3T3 7'4'12 30'15 39'T72r t' 6 " I 8,111 1, ,5 3'1511.5..•113--'- " 32 1 e 14'6'2 'tYT.4 '228 28'8'2 1 375-8 39'11.1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R /U / Rw / Rh / RL W TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.666 T 527 240 B 234 / 288 / 86 / - /377 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TQ: 1.906 T 283 180 AC 2174 /702 /1036/- /-. 3.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.154 S - - P 993 /343 /438 /- / - 2.8 Des Ld: 37.00 EXP: C HORZ L 0.287 S - R ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.964 AC Min Big Width Req = 2.2 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0868 Min Big Width Req = 2.8 Bearings B, AC, & P are a rigid surface. B Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.894 Bearing B requires a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s):Members not listed have forces less than 375# Wind Duration: 1.60 WAVE, HS VIEW Ver. 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Laterally brace BC above filler @ 24" O.C. (or as Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 Dense :T1 2x4 SP #1 Dense: designed) Including a brace on BC directly above B - C 1054 -548 H-1 1207 -3868 Bot chord 2x4 SP #2 Dense :63, B4 2x4 SP #1 both ends of filler (if no rigid diaphragm exists at C - D 1061 -546 I - J 1623 -4984 Dense: that point) D - E 1498 -753 J - K 1722 -5210 Webs 2x4 SP #3:W6, W7, W9 2x4 SP #2 Dense: E - F 4643 -1796 K - L 1475 -4443 Filler 2x4 SP #3 F - 1123 -559 L - M 903 -2762 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' G - H 503 -1912H Bracing a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes B -AE 123 -1008 W - V 3933 -1475 AE -AD 123-1018 V - U 3946 -1470 All plates are 3X4 except as noted. AD -AC 377 -1479 U - T 4995 -1834 1 plate(s) require special positioning_ Refer to AB -AA 1508 -4737 T - S 5025 -1836 scaled plate plot details for special positioning AA- AA- Z 186 -921 S - R 5186 -1876 requirements. w + rptY. w••...••1 , 4 Z _ Y 191 -910 R - Q Y -X 2023 -822 Q -P 4367 -1568 2629 -935 Purlins j l ' X - W 2044 -821 Laterally brace BC at 24" oc in lieu of rigid ceiling. i' •; ,C1E S` Laterally brace BC above filler at 24" oc. 4t Y `s Maximum Web Forces Per Ply (lbs) Wind Q. ( Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C D -AD 260 -632 Y - H 313 813 member design. E -AC 1370 -313 H - W 1753 -592 Additional Notes S _ >± E -AB 1307-4130 W-1 AC -AB 910 -2644 1-U 219 538 992 -331 Negative reactions of -288# MAX. from a non -wind9 () Lr i .1 • V 4 AB- F 500 -1358 K - R 277 -736 load case requires uplift connection. See Maximum Reactions..• F -AA 3547 -1211 L - Q 578 -1573 Shim all supports to solid bearing.- - jn 1 A t AA -G 397 -1053 Q -M G -Y 2659 -908 -_ M -- P 608 -181 894 -2523 07/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, as applicable. Apply /ales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to ALPINEdrawings160A -Z for s0andard plate positions. Alpine, a division of ITW Buildingg Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ulnwrowun' truss in conformance with ANSI/TPI 1, or for handlin sht pin , installation and bracing of trussesA seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of pro essiPonR engineering responsibility solely for the design shown. The suifability Suite 305anduseofthisdrawingforanystructureistheresponslbil'1ty of the Building Designer per ANSVTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;_TPI: www./ inst.o ' SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 V-1 07/18/2019 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, in talling.and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, lb, TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide tempo BCSI. Unless noted o herwise,top chord shall have property attached structural sheathinq and bottom chord shall have a proarXlidceilin,?,. Locations shown foWermanent lateral restrdint of webs shall have bracin , a, or MY tr p ins lied per BCSI sections B3, B7e. Aqop y plates to each face truss and position as shown above and on the Join Details, unless noted otherwise. kefer to' 60A -Z r standard plate positions. any failure to build the I or coverh. The pull'bility, 149&11 . ALPINE M[Mco~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21219 Ply: I SEQN: 963133 / T4 GABL Cust: R408 JRef: lWcQ4080019 Cascadia home /Cascadia home -MILLER CONSTRUCTION Qty: I FROM: JB OrwNo: 199.18.0749.02767 Truss Label: A04 KM WHK 07/1812018 i Wji4 1 1 P""l '41113W 337L 8,111 36 V42'lii7iTI7-521 -3 1LT6-6 S 1:1 37-9 3 T 1 — 17 1!1'3 3. 6. Ptyl sg 3X4 0 P 5X6 o3X N 1 o 3X4 3 1 o5X6 s 12 _-3X4 3 X,4 3 a3X v 3X4 o6X6o3X4 AF f, 3X4 SX6 H AK T o3X8 SX6 AP AT a) t.) W22 o3X4 3X4 D AW E2: A 3 114X6(E5) BF BE3X4 Ai' 03X4 M5X6 SX6 RZ3X4103X6 10'9*14 289 111-4- T6 4 T1 V6 T'6"l 3 3' T 47 T'6il;l 31 3-3-5 114R6722T_ i_ __j 1 1. — 1 C712 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL: 20.00 WindStd: ASCE7-110 Pg:NA Ct:NA CAMNA PIP Deflection in toe Udefl L/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LQ: 0.021 AU 999 240 B 438 94 /208 /466 /7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TQ: 0.064 AU 999 180 BC 859 /276 /408 /3.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL):-0.006 0 - AQ*95 130 /44 /234 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 0 - Wind reactions based on MWFRS Mean Height 15.00 It NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.270 BC Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.256 AQ Min Brg Width Req = - Bearings B, BC, & AQ are a rigid surface. Spacing: 24.0 C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.568 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEWVer. 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 Dense B -C 256 -707 G -H 171 -470 Bot chord 2x4 SP #2 Dense C -D 254 -679 I -J 269 -406 Webs 2x4 SP #3:W22 2x6 SP #2: D -F 58 -583 M -N 183 -417 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' F -G 468 -682 Bracing a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes B -BF 651 -692 AX -Al 472 -395 BF -BE 645 -695 AW -AT 462 -495 All plates are 2X4 except as noted. BE_BC 301 -438 AT -AP 329 -463 1 plate(s) require special positioning. Refer to BB -AW 168 -430 scaled plate plot details for special positioning requirements. 111414,1 Maximum Web Forces Per Ply (Ibs) Wind H Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with addifional C&C memberdesign. F -BC 327 -398 G -AW 763 -446 Right cantilever is exposed to wind 1p, F -BB 147 -384 1 -AP 350 -557 BC 346 S 3904 BB -560 -R -206 BB- G 323 -459 Additional Notes See DWGS A14015ENC101014 & GBLLETIN01 18 for gable wind bracing and other requirements. Shim all supports to solid bear' ing. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point) V-1 07/18/2019 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, in talling.and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, lb, TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide tempo BCSI. Unless noted o herwise,top chord shall have property attached structural sheathinq and bottom chord shall have a proarXlidceilin,?,. Locations shown foWermanent lateral restrdint of webs shall have bracin , a, or MY tr p ins lied per BCSI sections B3, B7e. Aqop y plates to each face truss and position as shown above and on the Join Details, unless noted otherwise. kefer to' 60A -Z r standard plate positions. any failure to build the I or coverh. The pull'bility, 149&11 . ALPINE M[Mco~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21219 Cascadia home /Cascadia home -MILLER CONSTRUCTION Tniss Label: B01 C.) Fr12 6'10"9 6'10"9 Ply: 1 SEQN: 963041 / T1 COMN Qty: 10 FROM: JB 1 V4" 20'8" 3'5'7 E5?7 6*10"9 4X4 12 D Cust: R408 JRef: lWcQ4080019 DrwNo: 199.18.0749.04760 KM I VVHK 07/18/2018 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP #3::Rt Stub Wedge 2x4 SP #3: Wind Wind loads based on MWFRS with additional C&C memberdesign. 20-8" 9'10"4----- 9'19'4---- --- — F T4F 20'2"410'4" 5.1g2 20 8" 5. Defl/CSI Criteria 2 5 . 2 Loading Criteria (psQ Wind Criteria TCLL: 20.00 WindStd: ASCE7-10 TCDL: 7.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 HORZ(LL): 0.024 H - - EXP: C Des Ld: 37.00 Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: Any Members not listed have forces less than 375# GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP #3::Rt Stub Wedge 2x4 SP #3: Wind Wind loads based on MWFRS with additional C&C memberdesign. 20-8" 9'10"4----- 9'19'4---- --- — F T4F 20'2"410'4" 5.1g2 20 8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U 1Rw /Rh /RL /W B 845 / 261 / 389 /40 /7.6Pf. NA Ce: NA VERT(LL): 0.088 H 999 240 Lu: NA Cs: NA VERT(TL): 0.232 H 999 180 1 845 /261 /389 / - /7.6 Snow Duration: NA HORZ(LL): 0.024 H - - Wind reactions based on MWFRS mffwco,~ 6750 Forum Drive HORZ(TL): 0.043 H - - Creep Factor 2.0 B Min Big Width Req = 1.5 1 Min Brg Width Req = 1.5CodeIMiscCriteria Bldg Code: FBC 2017 RES MaxTCCSI: 0.527 Bearings B & I are a rigid surface. TPI Std: 2014 Max BC CSI: 0.811 Bearings B & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.222 Members not listed have forces less than 375# FT/RT:0(0)/O(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEWVer. 17.02.01A.1115.21 B -C 1252 -1850 D -E 996 -1476 WAVE C -D 995 -1476 E -F 1252 -1850 il Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 1742 -1135 H -F 1742 -1141 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -H 393 -395 H -E 393 -395 D -H 584 -312 0 IONA-VC0A #_0 07/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANr* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponerifSafetyInformation, by TPI an SBCA) or sa ety practices phor to performing these functions. Installers shall provide temporary bracingser BCSI. Unless noted olherwise,top have hed bottom havechordshallstructuralsheathingandchordshall a progeflyetlofapro s tailed per BCSI sections P3, B7 or 10attache. dqidceiliny,. Locations shown for permanent lateral restrTin 91C shall have bracing ins 3asapplicatie. Appy tes to each face of truss and as shown above and on the Joinf Details, keferto' position unless noted otherwise. drawings 160A -Z for sc rdard plate positions. ALPINE Alpine, a division of ITW Buildi hComponents Group Inc. shpll not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSIPI1, or for handlia shippin?, installation and bracing of trussesA seal on this drawing or covelistingthisdrawinindicatesacceptanceofpro) essiona engineed responsibility for the delign Ther. P.Tbility mffwco,~ 6750 Forum Drive solely shown. and use of this grawing for any structure is the responsibilitg of therlouilding Designer per ANSVTPI 1 ec.2. Suite 305 IFor more information see this joVs general notes page and these web sites, ALPINE: .alpineitw.corn; TPL_vywovVinst.org; SBCA: w.sbcindustryxom; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 21219 Ply: I SEQN: 959541 / T2 GABL Cust: R408 JRef: 1WcQ4080019 Casradia home /Cascadia home -MILLER CONSTRUCTION Qty: I FROM: JB DrwNo: 199.18.0749.11767 Truss Label: B02 I KIVI / WHK 07/18/2018 11 194" R649 T97 94" 1 7-1 3 12 ( TYP) 4X4F 1917 7'97 298" ii 9 Loading Criteria (ps Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: Stack Chord SC2 2x4 SP #2 Dense: Plating Notes Al plates are 2X4 except as noted. Wind Kind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN01 18 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 8. Snow Criteria (Pg.Pf in PSF) DefUCSI Criteria A Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.055 1 999 240 J' 82 /25 /37 /- /2 /248 Lu: NA Cs: NA VERT(TL): 0.145 C 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.013 C - - J Min Brg Width Req = - HORZ(TL): 0.023 C - - Bearing B is a rigid surface. Code I Misc Criteria Creep Factor. 2.0 Bearing B requires a seat plate. Bldg Code: FBC 2017 RES Max TC CSI: 0.419 Orlando FL, 32821 TPI Std: 2014 Max BC CSI: 0."320 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.106 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:0(0)/O(0) Plate Type(s): B -C 385 -394 I -J 385 -394 WAVE VIEW Ver. 17.02.01XI115.21 H o.7.08 I Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. D -P 401 -325 L -H 401 - 325 0'. no T/ON L COA 011;Zln"l 07/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANr* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling sh ping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices phor to performing these functions. Installers shall provide temporary bracingyer BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attache ri:9id ceilin,?,. Locations shown forpermanent lateral restaiint 6f webs shall have bracing installed per BCSI sections B3 B7 or 10, as applicab a. App y Viates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwis4. kefer to drawings 160A-Zfbrs ndard plate positions. ALPINE Alpine, a division of ITW BuilMhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSIPI1, or for handlia, shiFpig, installation and bracing of trussesA seal on this drawing or cove" Plistingthisdrawin , indicates acceptance of pro ass one engineeri responsibili solelyforthede n shown. The XMilitycanduseofthisgravvingforisthetherloulldingDesig%er ANSVTPI IsPec.2. ANITWCOWAM 6750 Forum Drive Suite 305anystructureresponsibIRWofper For more inforinabon see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbci.dustry.com; IM www.icesafe.org Orlando FL, 32821 Job Number. 21219 Ply: I SEQN: 963102 / T9 GABL Cust: R408 JRef.' lWcQ4080019 Cascadia home /Cascadia home -MILLER CONSTRUCTION City: I FROM: J13 DrwNo: 199.18.0749.14013 Truss Label: C01 KM WHK 07/18/2018 4 15'5'1 1911.12 246"9 97"4 ii, 4,_ 4'10" i 4' i 4 --------- 4— C?;P) o3X4N 12 _5X6 3 C K E53X4I SX6 112MCPTo3X4 w c 5X8 B A AS AA 114X6(E5) Sxlo 3 AQ 12 z 3X4 10714 1876 6" 4 2910'6 42rf., 2 Loading Criteria (psD Wind Criteria Snow Criteria ft.Pf in PSF) DeflICS1 Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc Udefl L/# Loc R IU /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.037 J 999 240 B 349 / 85 1158 /269 /7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.113 J 999 180 AA 1398 /414 /667 /3.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.022 S - - AQ 706 /251 /279 /6.9 Des Ld: 37.00 EXP: C HORZ(TL): 0.041 S - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 Code/ Misc Criteria Creep Factor 2.0 B Min Big Width Req = 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES MaxTCCSI: 0.419 AA MinBrgWidthReq= 1.5 AQ Min Big Width Req = 6.9LoadDuration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.269 Bearings B, AA, & AQ are a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.912 Bearings B, AA, & AQ require a seat plate. Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.11 15.21 j Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 Dense B -C 130 -503 I -K 373 -901 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 E -G 661 -551 K -N 426 -893 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' G-1 646 -473 Bracing Maximum Bot Chord Forces Per Ply (Ibs) a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. AA- W 469 -333 W -S 457 -272 Plating Notes All plates are 2X4 except as noted, Maximum Web Forces Per Ply (Ibs) 1 plate(s) require special positioning. Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning E -AA 481 -771 W -N %8 -365 requirements. AA- 1 695-1268 N -S 442 -722 1.11*t'4. Wind Ll I -W 481 -235 Wind loads based on MWFRS with additional C&C member design. E C.. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A14015ENC101014 & GBLLETIND118 for gable wind bracing and other requirements. Shim all supports to solid bearing. S ONAV COA # 07/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTAO* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, sh ping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, byTPI pin SI a ety practices phor to performing these functions. Installers shall provide tempobraci . BGSI. I raryngerUnlessnotedotherwise,top cho rd shall have property attached structural sheathinqa . :nd bottom chord shall have a progenyc . IheTriidceilin . Locations shown forpermanent lateral restraint 6f webs shall have bracinp ins Iled per BCSI sections B3 B7 or 10asapplicaa. Appy tes to each face ot truss and position as shown above and onthe Join Details, unless noted otherwis6. keferto' drawings 160A -Z fbr st r dard plate positions. ALPINEAJpine, a division of ITW Buildi hComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M ow CO%WMYtrussinconformanceANSIP1with1, or for handlia, shippin?, installation and bracing of trussesA eat on this drawing or covelistingthisdrawin , indicates acce nce of o essiona engineeri responsibility solely lor the desAgn shown. TherspuMbility 6750 Forum DriveanduseofthisOrawingforany =Icture is gle responsibilltv oftheluilding Designer per ANSIfTPI 1 ec. 2. Suite 305 IFor more information see this joVs general notes Page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tp inst.org; SBCA: www.sbdndustry.com; [CC: www.imsafe.org, Orlando FL, 32821 Job Number: 21219 Ply: 1 SEQN: 963136 / T6 MONI Cust: R408 JRef. lWcQ4080019 Cascadia home /Cascadia home -MILLER CONSTRUCTION Qty: 3 FROM: JB DrwNo: 199.18.0749.16670 Truss Label: CO2 KM / WHK 07/18/2018 1__ L_1;12 Z_ L5?"%14 5*1"1 1 41": 5 1 4" .._I 0_ij 91 v 3X4G 3 12 w5X6F o3X4E 132X4 05M T Km5X8 IT, A MZ(4 L 413X6(Gi) 1.5 114 3 V 3X4 J 0 12 12 10714 V4- 9'0'6 T016 i5—.,! i0i], 20' 29'0'6 29 ?11-1 2i9 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf. NA Ce: NA VERT(LL): 0.058 N 999 240 B 445 / 94 /221 /278 /7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.189 N 999 180 L 1183 /388 /550 /3.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL):-0.014 L - - 0 761 /258 /315 /6.9 Des Ld: 37.00 EXP: C HORZ(TL): 0.029 J Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.525 L Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.954 0 Min Brg Width Req = 6.9 Bearings B, L, & 0 are a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.767 Bearings B, L. & 0 require a seat plate. Loc. from endwall: Any FT/RT:0(0)/O(0) GCpi: 0. 18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEWVer 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 Dense B -C 260 -893 E -F 416 -1132 Bot chord 2x4 SP #2 Dense C -D 224 -406 F -G 472 -1125Webs2x4SP #3 Lt Stub Wedge 2x4 SP #3: Maximum Bot Chord Forces Per Ply (lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. a) Continuous lateral restraint equally spaced on B -N 833 -63B L -K 714 -410 member. N -M 839 -640 K -J 498 -295 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Cornp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. C -M 681 - SB3 E -K 518 -193 Additional Notes M -L 386 -573 K -G 835 -394 1% 14- L -E 626-1021 G -J 466 -746 Shim Hallsupportstosolidbearing. ox 7, 08 1 00 S T 0 COA #0 07/18/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANr* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russesre uireextreme rare in fabricating, handlina Uping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingomonenSafeInformation,byTPIa cP Ely practices phorto performing these functions. Installers shall provide temporathebcingerBSI.Unlessnotedo erwise,top chdrd shall have properly attached structural sheathiniraT bottom chord shall have a proge7yac , : nd he ri id ilin . Locations shown forfpermanent lateral restraint of webs shall have bracinp ins fled per BCSI sections B3 B7 or 10, a applica e. trplatestoeachfaceotrussandposition as shown aboveandontheJoin Details, unless noted otherwis6. kefertodil Zqgy wings 160 r standard plate positions. ALPINEAlpine, a division of ITW BuildinhCornponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mffwco~ truss in conformance ANSI PIwith 1, or for handlia shippiny, installation and bracing of trussesA seal on this drawing or cover plistingthisdrawrinindicatesaccence9fd) essiona engineed responsibility solely for the design shown. The sulaidebility, 6750 Forum DriveanduseofthisgrawringforanyKlesgIctureisresponsibilitgoftheluildingDesignerperANSVTPI1Sec.2. Suite 305 For more information see this joWs general notes page and these web sites: ALPINE: www.alpineltw.com: TPI: www.tp inst.org; SBCA: www.sbcindustry.com; IM www.icesafe.org Orlando FL. 32821 CLR Rein-Porcing This detail Is to be jused when a Continuous Lateral Restraint (CLR> Is specified on a truss design but an alternative web reinforcement method Is clesired. Notesl I This detail Is only applicable for changing the specified CLR shown on single ply sealed 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. Veb Member Specified CLR Alternative ReInforecement Size Restraint T- or L- ReInf. Scab ReInf. 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 2-2x4W 2xB 1 row 2x6 1-2xe 2X8 2 rows 2x6 2-2x6OK) 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. 00 Center scab on! wide face of web. Apply (1) scab to each face of web. i Member SulostItution T-Reinf orcement or I T-ReInf. L-Reinf orcement; or L-ReInf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-^Reln L_ 0 r f' Re nf, T-ReInf. L-ReInf, Scab Rein-Forcement Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length, H. Scab VARNINGI-ol WAD AND FELLOW Au. MUM ON THIS DRAWING U. V0 '11 - DVWTWT" FURNISH THIS DRAWING TO ALL CONTRACTORS DLIM]Nr THE DWALLEM T L PSF REF CLIR Subst. Trusses cpA a ewt core h ftbrlcatkig, handlirl). shiWre, InsialtIng and br*ck-4 Refs I allow the latest edition of ICSI (IhAlia" Comlonent Safety Inforhation, by TPI ad SBCA) for y C DL PSF DATE 10/01/14 P -c Ices prior, to perfornihC these function- Irataittrs shalt prtmld. r1l bracing p. SL Untess hot d otherwise, top chord shall h—a properly attached struct *I sha hft and bat chorl, ne.t later T 0 BC DL PSF DRWI5 BRCLBSUB1014shallha— a property attached Mod calling. Locatiorls sho .. for per 61 b 4. shall have bracho Installed per BCSI sections 33, 27 or MO. as applicable. P.I.:tt.111.1. 119. Apply 0 truss and position as sho— abovo and on the Joint Details, uriess noted oiherelse. a R:f.r to 1-6gs 16DA-Z far t.hdrd plate p*xM—.. a G 41 BC LL PSFALPF—DON a CnM Alpine, a division of ITV Building Conp—ts Group Inc. shall rvet be rosponsrale for any AN T% PAW th" d16,11,g, 6, falture to buld 'the truss 1, coriformance with A141ITPI 1, w for hl,4111hn TOT. LD. PSF lirst.1t.t1oh & backv of trusses. A seat ory this drawling — cower paOr UrtkV this drawing, bxkntx --aptainc. of prof t 13723 Riverport )rNe mspo=s; "etyfor dm= sh of this dm DUR. FAC. trz,our lbX7., Suite 200 1 , Seca 5 garteral hotes page and these web sitts, Maryland ghts. MO 63043 ALP, Far — Information ... *He job NE. ..1.1nalts,con, 7PI- —tDinst.oral SBCA3 wvw.sbckNdufftry.erQj ICD sew.1cesafeora f -n A qHW48/201 8 tPACING Gable Stud Reinforcement Detail ASQE 7-10: 140 mph Wind Speed, 15' Mean Height, EncLosed, Exposure C, Kzt = 1.00 Ort 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = Lou Bracing Group Species and Grades, Group At S PIne-FIr Hem-FIr FprU#c,e-T_ d] 1 #2 1 Stud I1 #3 1 Stud #3 IStanda Douatas Fir -Larch Southern Pinewwor 1 #3 1 #3 Stud i Stud Standard I I Standard Group B, Hem -Fir 1 #1 Btr I Do lag Fir-Larc Southern Ptne**K E Ix4 Braces shatt be SRB (Stress -Rated Board). evieFor Ix4 So. Pine use only Industrial 55 a Industrl*l 45 Stress -Rated Boards. Grou used with these grades. Liable Truss Detall Notes: Wind Load deflection criterion Is L/24D. Provide uplift connections for 55 ptf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' (Y outtookers with 2' 0' overhang, or le' plywood overhang. Attach IL' braces with IN (D.121rx3.0' m1n) malts. K For (1) 'L' bracel space nails at 2' oc. Gable Truss In 18' end zones and 41 oc. between zones. K)KFor (2) 'L' braces, Space nails at 3' oc. Diagonal brace optlo" In 18' end zones and 61 o.c. between zones. vertical length may be T doubled when onaganal is, X ILI bracing must be a m1nImum of 8DY of web brace Is usect, Connect J_ i member length. diagontlt brace for 4500 at each end. Max web BriEe Gable Vertical Plate Sizes to at Iengt Verticft No splice 2x4 DF -1. #2 or I Less than 4' 0' IX4 or 2X3 better diagonal lGreater than 4' 0' '%Y4 I t h Is 14 Vertical length shown bracej single I Ifitill, In table above, or double cut 45' (as shown) at J_ I + Refer to common truss design for upper end. L, F -o ur, u i r Ll I peak, splice, and heel ptates. t tI7 /I el. Refer to the Building Designer for conditions Connect allag a at Ne ' _" - - / I f I v not addressed by this detaft. at 'b. for qax gaLb\trrmidpointofvatwe' 4, Refer to chart Age ;r I I th, werVARNMilow READ AND FOLLOW ALL NOTCS 11N THIS DRAVIM 417 1141PORTANTow FtM11SH THIS DQAVM TO ALL MKIRACTORS DICLOIN(i THE =TA.LERj 0. REF ASCE7-10-GABI4015 I Trusses requilr-e extreme care In fabricating, handling. shipping, Installing and bracho, Rof4j to ar.4 follow the latest ocittlon of DCSI (Building Comportent Safety Information, by YPI and SOM f *' " DATE 10/01/14 Vetices prior to p"fwmft those functiom Inatalters shell provide tomparl. 2 11 L %. # a ss noted otherwise, top cWd shall have property attachwal structural she --d shalt hav: g,=y tUdwd ;r calling. Locations shown for pormnent tkI F" ob DRWG A14015ENC101014 shalt h- tatted per I soctlorts 33, 137 or 210, .. Wic.bilt. Apply plates to S 0 ve and -tells, uriess noted otherwise, I tr Position as hoom abovo and on the Joint Do i 16DA-Z far Und-d plot* pooltio... A6 Pine, a, dvision of ITW McBmil components E= I olt no; Nbir osp-U. far "d.vl. NW AN rYWCDMPAW this dr*=oL a -the truss in = with I/TPI 3, c far handlin 1 5 kwtAut a folure to build :; 0, A. * a -1AX. TOT. LD, 60 PSFcingoftrusses. bmatAseatanthisdrowingorcoverpageIlstlrathisdawing, k%dmt#s acceptance of I 13723 Riverport Drive I . f= l==IlAlty solely far Ilme design si The .KablIty and use of 1 Suite 200 Is the responsibility of the BuIldime Designer per ANSI/TPl I Sec.P_ AlL. Maryjartd Heights. MO 63043 For, more Inf—natio. so. this Jb'. geno—t notes page and these ob sIt.s. I ALPINE, www.*tphwItwcoru TI'll www.tp1nstArgj SKA, wwwsbckWustry aj IM wwwk r A BA, AIR MAX. SPACING 24.0- 2x4 Brace Gable Vertica, Spacing Species I Grade No Braces 1) Ix4 'L' Brace 111 TGr..p BGroupA I> 2x4 'L' Brace 0 (2) 2x4 'L' Brace low (1) 2x6 'L' Brace a (2> 2x6 'Ll, Brace no Group A Group B Group A Group B Group A Group B Group A Group B P SPF I / #2 4i 38 71 31 7' 7' 8' 7' a, 111 101 31W 10, a, 13' 6' 141 0' 141 C' T47 —0- 1 #3 41 1- 6' 7' 71 V a, 6. a, to, to, 1, 10' 6' 13' 41 131 10' 141 0' F47 _V d 0 HF Stud 41 1- 61 71 7' 01 8' 6' al to, 10, 11 10' 6' 131 41 13' 10' 141 0' 141 01 81 11standard4111518161017' 7' 10, 11 10' 6' 111 10' 12, 91 141 01 141 01 SP DFL 1 4' 6' 7' 4' 7' 8' a, 81 91 0. 20' 4' 10, 91 131 81 14, 0. 14' 0' 141 01 2 4' 3' 7' 3' 7' 7' 1 8' 7' a, 111 10' 3' 10, a, 13' 6' 141 0' 14' 0' 141 0;__ 3 4' 2' 61 0. 6' 4' 7' 11' 8' 61 10, 21 10' 7' 12' 5' 131 4' 14' 0' Stud 141 0. 1 4' 2* 6, o' 6' 4' 7' 11' 8' 6' 10' 21 10' 7' 12' 5' 13' 4' 14' 0' 14' D' I Standard 4' D' 5' 3' 5' 7' 7' D' 7' 6' 9' 6' 10, 21 111 ol 111 10, 14' 0' 14' 0' U 1 / #2 4' 11' S' 4' o, a, 91 10, 10' 3' 111 a, 12, 21 141 01 141 01 14' 0' 14' 0;__ U- 0 tt k,Q SPF HF 3 4' S' a, 1. a, a, 91 a, 1 10, 11 11' 7' 1 121 11 141 01 14' 0' 141 01 141 01 1 stud 41 8' a, 1. 81 6. 91 81 10, 11 111 71 1 12' 11 141 01 141 0' 141 01 14' 111 Standard 4' 8' 61 111 71 51 91 31 91 111 111 71 i2i to 141 Do 14' Oo 141 Do 141 01 Sp 1 51 11 81 51 81 9. 91 111 10' 41 111 10, 12' 4' 141 01 141 01 14' D' 14' 0' 2 41 111 81 4- 81 81 91 10, 10' 31 111 81 12, 21 141 01 141 0' 141 01 141 I'll 3 41 9' 71 4- 71 91 91 91 10, a, III a, 12, 11 141 0' 141 0' 141 01 14' 0' DFL Stud 4' 9' 7' 4' 7' 9' 91 91 10' 2' 111 81 12, 11 14' 0' 14' 0' 14' 0' 14; 20; Standard 41 8- 6' 5' 6' 10' 8' 7' 9' 2' 111 71 12, 11 131 61 14, o' 141 01 Q d LD X d U 0 CU SPF HF 1 / #2 5' 5' 9' 2' 91 61 10, 10, Ill 31 111 81 13' 5' 14' 0' 14' 0' 141 0' 141 01 3 51 1. 91 01 91 4- 10, a, 111 11 12, 91 131 31 141 01 141 0' 141 0' 14' 111 Stud 51 1. 91 0. 9' 4' 10, 81 111 11 12' 9' 13' 3' 141 01 14' 0' 14' 0' 14' 0' Standard 5' 1' B' 0' 81 6- 10, a, 111 11 12, 91 13' 3' 141 0' 141 0' 141 01 141 01 S P DFL 51 811 91 3' 91 81 10, 111 11' 4 1 131 0' 131 61 141 01 14' 0' 141 01 14' 0' 1 #2 5, 5. 9' 2' 91 61 10, 10, 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3- B' 5' 9' 9' 10, 91 11' 2' 12, to, 13' 4' 14' D' 14' 0' 141 0' 141 01 stud 1 51 31 1 8' 5' 1 9' 0' 10' 9' 1 111 2'— 12' 101 131 4' 141 01 141 0' 141 01 01 Standard 1 5' 1' 1 71 51 1 71 111 91 111 1 101 71 12, 91 13' 3' 14' 0' 14' of 1 14' 0' 1141 141 01 Bracing Group Species and Grades, Group At S PIne-FIr Hem-FIr FprU#c,e-T_ d] 1 #2 1 Stud I1 #3 1 Stud #3 IStanda Douatas Fir -Larch Southern Pinewwor 1 #3 1 #3 Stud i Stud Standard I I Standard Group B, Hem -Fir 1 #1 Btr I Do lag Fir-Larc Southern Ptne**K E Ix4 Braces shatt be SRB (Stress -Rated Board). evieFor Ix4 So. Pine use only Industrial 55 a Industrl*l 45 Stress -Rated Boards. Grou used with these grades. Liable Truss Detall Notes: Wind Load deflection criterion Is L/24D. Provide uplift connections for 55 ptf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' (Y outtookers with 2' 0' overhang, or le' plywood overhang. Attach IL' braces with IN (D.121rx3.0' m1n) malts. K For (1) 'L' bracel space nails at 2' oc. Gable Truss In 18' end zones and 41 oc. between zones. K)KFor (2) 'L' braces, Space nails at 3' oc. Diagonal brace optlo" In 18' end zones and 61 o.c. between zones. vertical length may be T doubled when onaganal is, X ILI bracing must be a m1nImum of 8DY of web brace Is usect, Connect J_ i member length. diagontlt brace for 4500 at each end. Max web BriEe Gable Vertical Plate Sizes to at Iengt Verticft No splice 2x4 DF -1. #2 or I Less than 4' 0' IX4 or 2X3 better diagonal lGreater than 4' 0' '%Y4 I t h Is 14 Vertical length shown bracej single I Ifitill, In table above, or double cut 45' (as shown) at J_ I + Refer to common truss design for upper end. L, F -o ur, u i r Ll I peak, splice, and heel ptates. t tI7 /I el. Refer to the Building Designer for conditions Connect allag a at Ne ' _" - - / I f I v not addressed by this detaft. at 'b. for qax gaLb\trrmidpointofvatwe' 4, Refer to chart Age ;r I I th, werVARNMilow READ AND FOLLOW ALL NOTCS 11N THIS DRAVIM 417 1141PORTANTow FtM11SH THIS DQAVM TO ALL MKIRACTORS DICLOIN(i THE =TA.LERj 0. REF ASCE7-10-GABI4015 I Trusses requilr-e extreme care In fabricating, handling. shipping, Installing and bracho, Rof4j to ar.4 follow the latest ocittlon of DCSI (Building Comportent Safety Information, by YPI and SOM f *' " DATE 10/01/14 Vetices prior to p"fwmft those functiom Inatalters shell provide tomparl. 2 11 L %. # a ss noted otherwise, top cWd shall have property attachwal structural she --d shalt hav: g,=y tUdwd ;r calling. Locations shown for pormnent tkI F" ob DRWG A14015ENC101014 shalt h- tatted per I soctlorts 33, 137 or 210, .. Wic.bilt. Apply plates to S 0 ve and -tells, uriess noted otherwise, I tr Position as hoom abovo and on the Joint Do i 16DA-Z far Und-d plot* pooltio... A6 Pine, a, dvision of ITW McBmil components E= I olt no; Nbir osp-U. far "d.vl. NW AN rYWCDMPAW this dr*=oL a -the truss in = with I/TPI 3, c far handlin 1 5 kwtAut a folure to build :; 0, A. * a -1AX. TOT. LD, 60 PSFcingoftrusses. bmatAseatanthisdrowingorcoverpageIlstlrathisdawing, k%dmt#s acceptance of I 13723 Riverport Drive I . f= l==IlAlty solely far Ilme design si The .KablIty and use of 1 Suite 200 Is the responsibility of the BuIldime Designer per ANSI/TPl I Sec.P_ AlL. Maryjartd Heights. MO 63043 For, more Inf—natio. so. this Jb'. geno—t notes page and these ob sIt.s. I ALPINE, www.*tphwItwcoru TI'll www.tp1nstArgj SKA, wwwsbckWustry aj IM wwwk r A BA, AIR MAX. SPACING 24.0- IT ReInfolMemb G Tr Gable Detai( For Let -in Verticals Gable Truss Plate Sizes 3proprIate Alpine gable detail for e sizes for vertIcat studs. Engineered truss design for peak, b, and heet plates. vertical plates overtop, use a te that covers the -total areoL of apped plates -to span the web, I 2* 2X4 *--X13 vrovicie conneccions tor upim-c specitiect on -rne engineereco -truss aesign. Attach each IT' reinforcing member with End Driven Nulls. 1001 Common (0,148'x V,mln) Nails at 41 o.c. plus 4) nalts In the top and bottom chords. Toenalted Nallst 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 0 toenails In the top and bottom chords. This cletalt to be used with the appropriate Alpine gable cletall for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A1103005ID14, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detall Drawings A11515ENCI00118, A12015ENCIODIIS, A14015ENC100118, A16015ENCIDDIIS, A18015ENCIDDIIS, A2015ENCID0118, A20015END100118, A20015PED10011B, A11530ENC100118, A1203DENCID0118, A14030ENC100118, A16030ENCI00118, A18030ENC100118, A20030ENC100119, A20030ENDID0118, A20 S11515ENC100118, S12015ENC100118, S14015ENC101011 ! S18015ENCIODIIS, S20015ENCIODIIB, S20015ENDI !aI10011P_; I S11530ENC100118, S1203DENC10011B, S1403DE I S18030ENCIDDIle, S20030ENC100118, S2DO3 See appropriate Alpine gable detail for max In ced g e ve 0. XCO)a I MWARNINGIes READ AO FDUAIW ALL HWU ON TMS DPAVM Z wwwwwrem r"&M THn mwm To ALL cwTmTms mmutiuc THE =T&LER& Tru ses require ext"me care In fabricating, handlinti, shipping, Imsitilling and bradno. Refer a orsVii§ follow the latest ad -tion of RCSI (Building Component Safety Infor.atio., by TPI and SBCA) for afat practices prlm- -to perforning there functions. Installers shall provide temporarlbn per I I noUnlessnotedotherwise, top chord shall have property attached structural she=Eanl bott shalt have a property attached ;r C.11mg. Le,caftims shown for permanent lateral restraint a wehalthavebracingInstalledpanIsectionsV3, R7 or 310, as applicable. Apply patesrto each c of truss and position as shown above and on the Joht Detalls, unless noted otherwise. Refer to drawings ISOA-Z for standard plate positions. N Ine, a division of ITV Sulding Compo emts Group Inc. shall not be responsible for any deviation f AN rrwcompmy th'Is"drowina, any failure to build the truss In conformance with ANSI/TPI 1, on for handling, sNppbl;, Installation & bi oclmg of trusses. A seat on this drawing - cover pa listing IiNz dr&w1ma, indicates acceptance of professional 13723 Riverport Drive millneering respoinliallty solely for tc design shown. The sull.bitity and us. of this dra lng Suite 200 for any structure Is the responsibility of the BuRcling Designer per ANSI/TPI I Sec.2. Maryland Heights, MO 630413 1 For more information Ze: w'w' h's Job's general notes paot and these web 91test I I ALPIND -allaineltwzo.) TP tpinztwpj SBCA, www.xbcb)dustry,orgj ICC, wwwJccsofe.org Z I Wo. AIL @'f§/2018 IT' Reinforcement Attachment Detall IT' Reinforcing IT' Reinforcing Member Member Toe -nal Ur - P End-nalt To convert from ILI to IT' reinforcing members, multiply IT' Increase by length (based on appropriate Alpine gable cletaII5. Maximum allowable IT' reinforced gable vertical length Is 14' from top to bottom chord. IT' reinforcing member material must match size, specie, and grade of the ILI reinforcing member. eb Length Increase w/ 'T' Brace IT' ReInf. IT' Mbr. Size Increase 2x4 30 X Example- LIX6 20 % ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 IT' Reinforcing Member Size = 2x4 IT' Brace Increase (From Above> = 30% = 1.30 1) 2x4 ILI Brace Length = 8' 7' Maximum 'TO Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' REF LET -IN VERT DATE 01/02/2018 DRWG GBLLETIND118 V) LLJ 7 ly c Cn z 0- c M -o 0 0 v) z . — LdLd Z ZLLJ Z 0 0 ol V) LL) V) D LLJ v) V) j THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. REL: 7/17/18) SHINGLE LOADING 140 m.p.h. VAND 12 EXPOSURE C 3 7-12/ 6' HEEL 1 3 16" 12 OVERHANGEpSQUARECUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEO 8'-0* HEIGHT NOTE WARNING ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES. OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUS, TRU S SESTRUSSES T '_ _ __"" '_ ACCU-SPAN TRUSS CO. 407-321-1440 31315-872-5098 352-SS7-4901 LONG.001) OnIOND BEACH 11ASCOTTE A Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 77D/ 0\ 18-3198 # 18 3 19 8 Project Location Address 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 wwwjloridabuildinq.or q. 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 I Manufacturer I Product I Florida Approval # 1. Exterior Doors Swinging Nanya PI stics Doors Sliding Sectional Wayne Dalton Overhead Garage Door Roll Up Automatic Other 2. Windows 145- CX— 2- Q - Single Hung PGT Horizontal Slider Casement Double Hung Fixed I lzs CA Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 III 0 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Gordon Sales Alum Soffit 13-0813.24 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Manufacture 15-0721.02 Underlayments IVIFIVI Building UnderlaVment 11-0826.03 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Zacha!y Miller Please Print) June 2014 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: C, i — r— S , r— , 11 4-1 o d Permit 3 11 job Information Builder: Community: Lot: Address: L) Unit: City: State: Zip: Air Leakage Test Results Passing results must meet etther the Performance, Prescriptive, or ERJ Method 0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. VPERFORIMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH, ACH(50)specified on Form R405 -2017 -Energy Calc (Performance) or R406-2017 (ERI): 2 x 60 c, ;_ o M h df4Q o r IiQ- CFM(50) Building Volume ACH(50) Retrieved from. architectural plans31 15A'SS FIFAIL 0 Code software calculated When ACH(50) is less than 3, Mechanical Ventilation Field measured and calculated0 L installation must be verified by building department. Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inche 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 489.1 05(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 woatherstripping 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, 3.1riterior doors, if installed at the time ofthe test, shall be open, 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6,Supply and return registers, if installed at the time of the test, shall be fully open, Testing Company Company Name: Phone: )'_7 o ) 0 I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida BUilding Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: _3/ Ie Printed Name of Tester: (ke- in Lice nse/Certifi cation #: 13 - 70 Issuing Authority: Es /U _- F