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1010 Mellonville Ave 14-902; REMODEL INTER EXTERIOR
L rEB 2 0 2014 CITY OF SANFORD BUILDING & FIRE PREVENTIONIVPERMITAPPLICATION C Documented Construction Value: Application No: Job Address: 6 -t' L 1, L W, 11 11 "L4 Historic District: Yes El N Parcel ID: Zoning: Description of Work: Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit 0 Square Footage: No. of Dwelling Units: Electrical 0 New Service — No. of AMPS: Mortgage Lender: PERMIT FORMATION Construction Type Flood Zone: Mechanical 13 (Duct layout required for new systems) No. of Stories: Plumbing 13 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 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, beaters, 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 the 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. 14 Sign (ture _of,(,lw tied _gent Date Signature ofContractor/Agent Date Signature of Notary -State of Owner/Agent is Produced ID APPROVALS: ZONING: ENGINEERING: COMMENTS: DatcANNETTE SCOTT Notary Public - State of Florida 1*y Comm Expires Jan 16, 2011 Commission # FF 071760 Oorxied Tl`t'01,10 National Notary Assr Me or UTILITIES: FIRE: Print Contractor/Agent's Name of Notary -State of Florida Date Contractor/Agent is — Personally Known to Me or Produced ID _ Type of ID WASTE WATER: BUILDING: J?_ Rev 11.08 0 2014 CITY OF SANFORD EVENTIONBUILDING & FIRE PREVENTION PERMIT APPLICATION CtApplicationNo: Documented Construction Value: $ Job Address: c4l%11_,) 0S) :kcl Historic District: Yes El N Parcel ID: Zoning: Description of Work: 1)z'Im ILL Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: 61 foL Street: Q Resident of property? City, State Zip: Contractor Information Name Phone: Street: Fax: City, State Zip: U State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: s, w Address_,_x A PERMIT INFORMATION Building Permit 0 Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical 0 Plumbing 0 New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 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 the 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. Sign "ture of er/Agent Z Date Signature of Contractor/Agent Date Fr-in-t7u—"n7A gnl's t4a`tnii- Signature of Notary -State of Flori DateANNETTE SCOTT Notary Public - State of Florida MY Comm Expires Jan 16, 2018arCommission # FF 071760 BMW Through National Notary Assr Owner/Agent is ,Personally Known,to Me or Produced ID --Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is — Personally Known to Me or Produced ID _ Type of ID WASTE WATER: Flfflffl]i Rev 11.08 010111"Me Anty"R, Florida StaRes are quoted here in part Ar your intorfoatki"I to in"ate th(:" croltllority 116a e,-,,{elriplions R)" ljo 1,n-clomlio:-rs Born qualifying as conlror"tors and to) express any applicahlo-,, resirictions arid respon,"'ibilitie-S QMIM L5Jvl AL top Vormans, Ott NEE yNTrr 81GINIMIC', T 1-110 STATEMEMh I PJTFST TVIAT- (Initial to th(-) iefl Of t,P4! St— a-(e hiv/ co-rist-ruct ion to be (mm, by a liccirscd Contractor rairl 112VO Clt)[JIMU M( in Pont& tinder an emriptio-in Croat law, 1,11c ex or speo-,ifi a Ural t, as we owner of the property AM, rimy act as my own cownwWw with certain CQ.,irictiolrs even though I (,to [lot have a liccrise, property WVp(A- L10kSS he Or She is responsible IS the constrmAW and is "Or hiring 0 Am"! WORMIM to RMUMIC responsibility, I undersmirl that, as an ownephlikhr, I at" tiv,r res ponsible party of mawd on a pemuL I urlmi-Aarm umL I may protect myseWflrorli poteor(ial financial risk by hiring a licellsed Gorilracior and havilI the Permit filed in his or her nante instead offiry own name, I also rlpdcrs[alj(j tllaj Ei :optrac(or N reWdmd by law to be licons' ed in Florida and to list his or her license numbers oil all peroiji am! (,ontracts, I u flif"i-sta rid "ilart I [,Jay 'F-)1,14IJ of imrnme a _1atily or tw(nfyinjily residence or a tarm munum ng may also build or improvc .1 building if the costs do not exceed $75,000. The btlildillR or o res- itially irnpr W,d for Sale or klencenalstbeforinyownumoi- o , mjj,),jp,, pay rroj be N ,y 11 ONrsubMar low : If a buThng or msidomwe Ora( I have t:)n ill o,rll4, i1pproved ri-tys, is soW of kawd within ja v will prestitarc: (bti I built or stibstaniially inymed it in I yawAcrthecomouctfoniscomplete, (I -le or vvlli(;I- 1 violwc°s Opt; cXorrip'tion. understand Ont, as Hie oWnWhIdWeq I DILLSt provide dimck onstro: supemision of the constmciioil I to demand that I may not hit,(' an urdiceos'ed individi'lat jpej,sOjj i(,) a(,q - rls lay contracior or o Supe P";I-,,(ws working, ors rity WiTing or reskhmu. 11 Us 141Y rc-,porisibifity (o erisure Oral, the Persom", wholp I emfdoy 1WVQ die liummz l"Voud ()y ;vvv aml 1hy (;;ij ordiri";imo din it is a bequcni practicc o{ miliox"nscd porsorrs to have illu, Pcoperl'y elrvljer oromill oft j, [)r()Vi( jnjg hi, I a oymerbuilder JuM two em"woumly h-riplies 0 , _ t), her o vr I hot mi materialb IT zis an owliclu-NdIdut; may be Wd lialble <md sailrli car <t to scriolls Firraw"'i"ll risk for ally ird"KS somairld 6'/ an (till iceos. -'d persciii or his or her Unwhyms, vvllile viorking oo illy propcxty, MY instumm play nol provide coverage For diuse ild'"iss I 0"i willf'ully, a0l'ing as are o-,"'Vilon- buMpnd rim mmofflit: Wis of"n-ly il15SUo-anccc0v0mgQ For iqurmsto %-"orkersonroy pt'opci-ty. y a.- if4o,sp vconsioilTc ,Uporyg wo rkto 0 10(;a jed COMM VVM) l", notlicensal to perroon die, v,,rwk firing dope Aiq ArO RAW ficenmi IsM Vela, k UIUM my MUM nViWINA00 nut mmi be enqhVul by one, Myth menus mus, ma"Ply nub 11aws vuquhlng We IWANAW of Waryl himmur" "3owitI neQvniriy Wor To, ml OWA) mm'] f;) T'4M,0,v v,'torhers' P V too pvj n-p- I ""fimmid QW, 0q, k1we a) RARW thm WS may SAW Urn to see-ious hViancial 10% 9 WA009 I twor HMK as die Puy KpIly and HOWWNHY COWONNE Ry this proposc,"d construction I "'vill Aid, Iq all apf0salsks Fawn awl rurlemms IWI Momm ownw-huMs as wA Ps WOMs I lko oucAvomid IWI the coisuuo, 11"Ot contoy ydib OF Njoinlyin knvs, Mitowv:vs, bullding codew YOK I #' m of-awan praNict'-s nod I a("c"ss to ill- Vloi-id I undcf-suand thal- lttY-oirigaiprus as an emporc h-onr the hournat Revenue Service, the thrial SoWs Samll Mows AdmhdVmHo(,j, (ttc, j,'h)rjcja 0epaiiinent of Fitoncial Soviem nod We Mda Mpnonient 01' 11=(ILM. I NO undusiatid Illar litay coni"lo the Florida auMbpc/ prok Jlh/ for Joits(ru(,ijorl Industry Mensing Board at 1250487 1395 or at wwv,qwRo*L v.x Otort- at-Kitif lira w,((J <outracrors, I ant pmawc A and consw to, an own er-buikki- building pCi-T-nif applied For in lily nariv-, and ulldc'fstarld that I nall the, Party Ic-gally and fln,-i,ocialty rustansitAc for tjj.- Wed belmv. propoSed con,yruin, soNvAy at the addrew I agree, to notify file flu-ii(hra dLp A --- of additions, (16-lions, or C/11,2119cs to any orfh illconwoion dMi I lwvc pnwkkd on, this MOO= or in the pcilroi i' ice-rrs;("'d cook-Mlors am mg0roed by laws cat TN to prokxi !he public If yore contract with a pffsk)ll Who chins not have a lKense, thu Myrtwdmi Indmay Lice.vising Hopi-Q, I ho I lepaMirwid OF MAIM alul Pro!' ssional Regulation and the hutting detmomad nay be unAkAo anim you with any numchl HY Gun( you as a rumh of a complAWn Mir only rausy agaiml an uWAxi-i"d cowwwr owy be On civil cot"! 11 is also Apoaaril to? yorl to understand dral, if no unlVerwal foonlraclor or cropioyce of at, individual or Arn is 4jumd whoe wo&4ig on pnu Eir Teoy, you juay be, field liable for dairragc;," If you Main au ownmArilder pcyrni( and wish (o hire o licclisc'd contractor, you will be, responsible for verifying whohn dru cownswit is properj,y lic(2,usod aw-1 stahl", of (Fre workcv""' Corupells'a t i oil COVO- age lull olull Capthe [%.qtwsiwl my 01111-h6cals SpQ'L:U1S-d' 'Ibove' 1-;ignatt In, of 11 -er F f) I i I i of I I I I i il (;"- 6 T') f I 0) WAY low dw, I pin quAhed stuplino invulvQd IJih "",pplic"Ition hied aod qi ,rox- to (lu,, Mriqi hie Phoit-) 10) A VNIPADIJ V the expawAn 1C V i)')* TASI Clupwo 1=10405% il l'e,-vo Of excMdup I YCUY and V Spoomis Rue hi pdduiou U) way OV11 p14ANS. N "dCHN010 Ulu lovr4 p=01thip, Pro- 1-IMMA sboll vophhoW 91A PPPIOM, revokc Ge jai PQ 0; j say = Unly Men or ren.0", hot RaMpriGM, MQHVPY ngshnit p nuy uo no repporeIkensur MvwtpneArg prwuvvin* 1K payowli iss"IML BOUNDARY SURVEY PHOTOGRAPH PAGE 1 OF 2) RECEIVE: FEB 2 0 2014 VICINITY MAP (Not to sca e Ittd,l eme b RrfiA' linrrr:,on C T'iH s,lE Elemnwy JI Sd—d Ibslax Sen!aQ hmrrat ,aAr.rn SITE o'Ikfucc Mx,rsine•. LEGAL DESCRIPTION: LOT 8 AND NORTH 18 FEET OF LOT 9, BLOCK 1, ELDORADO ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ADDRESS: 1010 Mellonville Avenue Sanford, FL 32771 JOB #900786 CF SC4-29—LOTS8&9 FIELD DATE: 1 8 2014 SCALE! 1' = 30' DRAWN BY, PJT REVISIONS Altamax Surveying 910 Belie-Averiue, Suites '1140 Casselber y, FL 3ZI68$-. Phone: 407-677-:0200 Licensed Business No. 7833 www.altamoxsu.ve),ing.com Robert C.' J&inson PSM 5551 CERTIFIED TO: OSCAR REDDEN JR. GENERAL SURVEY NOTES: 1. Bearing structure based on the monumented North line of subject property, being: S90'00'00"E (assumed). 2. This building is not in a Special Flood Hazard Area, Zone X, based on Flood Insurance Rate Map No. 12117CO07F, with an effective date of 9/28/2007, lying in the City of Sanford, Florida. 3. This surveyor has not made a search of the public records for any dedications, limitations, restrictions or easements other than shown hereon. 4. Underground improvements have not been located. 5. This Survey has been made for the exclusive use of the entities certified to hereon and does not extend to any unnamed parties. 6. Not valid without the signature and the original raised seal of this Florida licensed Surveyor and Mapper, unless provided with electronic signature with ability to verify. The seal appearing on this document was authorized by Robert C Johnson on the Date of the electronic signature. LEGEND I AC AIR CONDITIONER i CENTERLINE CBW CONCRETE BLOCK WALL cc COVERED CONCRETE CLF CHAIN LINK FENCE CM CONCRETE MONUMENT CO CLEAN OUT CONC — CONCRETE COVD COVERED CP CONCRETE PAD CW CONCRETE WALKWAY A CENTRAL ANGLE D&M DESCRIBED & MEASURED DE DRAINAGE EASEMENT D ESC DESCRIPTION As— s— DOT MANHOLE OW DRNEWAY EB ELECTRICAL BOX E/P EDGE OF PAVEMENT ELECTRIC METER ESMT EASEMENT FIFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FND FOUND GUY WIRE ANCHOR IP IRON PIPE IR IRON ROD L ARC LENGTH 4 LIGHT POLE LSA LANDSCAPE AREA MEAS MEASURED MS METAL SHED N&D NAIL & DISK OW OVERHEAD WIRE ORB OFFICIAL RECORDS BOOK P&M PLAT & MEASURED PB PLAT BOOK PC POINT OF CURVATURE PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT R RADIUS R/W RIGHT OF WAY TR TELEPHONE RISER IT]— TRANSFORMER TV CABLE TV RISER TYP TYPICAL UE UTILITY EASEMENT UP UTILITY POLE WATER METER WATER VALVE WF WOOD FENCE WS WOOD SHED NUMBER BOUNDARY SURVEY PAGE 2 OF 2) PLAT ELLA A PACE PLAT BOOK 1, PAGE 91 NW CORNER, LOT 6 LOT 6 FND. 4' ROUND CM NO # FNO 5/6- IR z BfGLEY PLS 4887 SET 112- IR Di 125.00' PLAT 100.00' PLAT 0 8 7833 S90*00'00"E 125.00,MEAS 6. CLF MOX MEAS 4—Nan-E I — W a. 254515 N. lJNE Suaiza PROPERTY In Q) V) 44. 0' C) Ur Q) IZ! LOT 8 1 STORY CONC BLOCK 'to ADDRESS # 1010 X O a BLOCK I IOX E (6- WF) END V. ui cq 14. 7' Mal LOT 6 LOT 7 N BLOCK 1 BLOCK I cc Q) 06 11.8, 29 N18\ 4' CONC DW Z' (/) Z LOT 9 M 5' CIS 06 OX E (CLF) o6 6 IN 59J8" W 120.42' i's OH SET 112- IR I LB 7833 120.42SDESCI LOT 9 00 BLOCK I cn NOT INCLUDED—\ 0 — — — — A I xoLOT 10 4 BLOCK I L — — — — — — — — — — — — — — — — — — — — SE CORNER, LOT 10, BLOCK 1 FND 3/4- IP NO # Altamax Surveying 910 Belle Avenue, Suite 1140 Cosselberry, FL 32708 Phone: 407-677-0200 Licensed Business No. 7833 www. altomaxsurveying.com N SUS E S GRAPHIC SCALE 0 30 1 INCH 30 FT. E I SET 112- IR LB 7835 FORM 405-10 PERMIT FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Addition -Renovation 0926302 Builder Name: owner Street: 1010 Mellonville Avenue Permit Office: City of Sanford City, State, Zip: Sanford , Ft , Permit Number: / y - Owner: Redden Jurisdiction: 691500 Design Location: FL, Sanford 1. New construction or existing Addition 9. Wall Types (767.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a, Concrete Block - Int Insul, Exterior R=4,0 679.92 W b. Concrete Block - Int Insul, Adjacent R=4.0 88.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft, 4. Number of Bedroom0edrms In Addition) 0(0) d. N/A R= 02 5. Is this a worst case? No 10. Ceiling Types (714.3 sqft.) Insulation Area a. Roof Dock (Vented) R=30.0 14.30 ft' 6. Conditioned floor area above grade (W) 714 b. N/A R= ft2 Conditioned floor area below grade (ft') 0 c. N/A R= ft" 11. Ducts R ft' 7. Windows(71.6 sqft.) Description Area a, Sup: Attie, Ret: Attic, AH: Family Room 6 142.8 a, U-Factor: SgI, U=0.45 71.61 ft2 SHGC: SHGC=0,30 b, U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 42.6 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d, U-Factor: N/A ft2 a. Electric Heat Pump 47.0 HSPF:8.80 SHGC: Area Weighted Average Overhang Depth: 4.494 ft. Area Weighted Average SHGC: 0,300 14. Hot water system;: - None required a, Cap: NIA8. Floor Types (714.3 sqft.) Insulation Area EF: 0,000 a, Slab -On -Grade Edge Insulation R=-O.O 71430 ft2 b. Conservation features lb. N/A R= ft2 c. N/A R= ft2 15, Credits Pstat Glass/Floor Area: 0.100 Total Proposed Modified Loads: 11.32 PASSTotalStandardReferenceLoads: 14.57 I hereby certify that the plans and specifications covered by Review of the plans and Cattr this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance Southern Energy Evaluation Services with the Florida Energy Code. Before 0 PREPAMD BY: 7-13 construction is completed DATE: this building will be inspected for compliance with Section 553.908 tg I hereby certify that this building, as designed, is in compliance Florida Statutes. Q0twiththeFloridaEnergyCode. 4 WL' I OWNER/AGENT:,-,-----,, BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -seated in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/27/2013 9:59 AM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 Residential System Sizing Calculation Summary Redden Project Title: 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A Sanford, FI 9/27/2013 Location for weather data: Sanford, FL - Defaults: Latitude(28.78) Altitude(89 ft.) Temp Range(M) Humidity data: Interior RH (50%) Outdoor wet bulb (7 F) Humidity difference (46qr.) Winter design temperature(MJ8 99%) 38 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 32 F Summer temperature difference 18 F Total heating load calculation 38677 Btuh Total cooling load calculation 37245 Btuh Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh Total (Electric Heat Pump) 121.5 47000 Sensible (SHR = 0.81) 109.5 34506 Heat Pump + Auxiliary(O.OkW) 121.5 47000 Latent 141.3 8094 1 Total (Electric Heat Pump) 114.4 42600 vy inter meaung Loaa Load component Window total Wall total Door total Ceiling total Floor total Infiltration Duct loss Subtotal Ventilation TOTAL HEAT LOSS 190 sqft 1410 sqft 32 sqft 2104 sqft See detail report 164 cfm 0 cfm WINTER CALCULATIONS 5003 Btuh 12246 Btuh 471 Btuh 2145 Btuh 7779 Btuh 5751 Btuh 5282 Btuh 38677 Btuh 0 Btuh Fr - SUMMER CALCULATIONS Window total 190 sqft 5421 Btuh Wall total 1410 sqft 7140 Btuh Door total 32 sqft 427 Btuh Ceiling total 2104 sqft 4892 Btuh Floor total 0 Btuh Infiltration 123 cfm 2426 Btuh Internal gain 2120 Btuh Duct gain 9092 Btuh Sens, Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 31518 Btuh Latent gain(ducts) 1095 Btuh Latent gain(infiltration) 3833 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 800 Btuh Total latent gain 5728 Btuh TOTAL HEAT GAIN 37245 Btuh, LWH.rft'4' 2%, 1 EnergyGaugeO System Sizing PREPARED BYSouthern Energy Evaluation Services DATE: 9-27-13 EnergyGauge@ / USRFZB v3.0 NERGY PERFORMANCE LEVEL (EPL l DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =7A The lower the En*rgypadbnnnnuoIndex, the more efficient the home. New construction mexisting x, Single family mmultiple family n. Number munits, i,multiple family 4 Number mBedrooms a. |sthis eworst case? s, Conditioned floor area (ft') r Vvinuv~u~ oosonpnmn u. u+aomr: oo|.u= o,^n a*sC: oHGo=o,nn u. o'rwum,: wx. sHoc: o. ufaomc wm sHGC: u, u-Factor: N/ A ongc: Area Weighted Average Overhang Depth Area Weighted Average anoo: Floor Types m S|vu' On'GraooEdge Insulation xwm umoon o. Wall Types Insulation Area Single-family a, Concrete Block '|mmsu|' Exterior 40 oronuh` u.Concrete Block '|m|*ou|.Adjacent R~4 o 88o0n, o.w/A n= n" u( o) u.wm n= n` m Ceiling Types Insulation Area a. Roof Deck (Vented) n~oo 714.30n2 n* u.w/A n= np cN/A n= 8" Area r/. 61nr 11 ovcm n n" a. Sup: amn net: Attic, mH: Family Room s 142.e 12. Cooling systems kBtvm, Efficiency ftz 4,494 ft. onoo Insulation Area n=oo 71430n" R= n" n~ x' 1uHeating systems a. Electric Heat Pump 14.Hot water systems - None required a. b. Conservation mamma 15. Credits certify that this home has complied With the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inapeodun. Oth* nwiae, a new EPL Display Card will be completed based oninstalled Code compliant features. Builder Signature: Oaha Address of New Home: 1010 Mellonville Avenue City/ FLZip: Sanford, FI kBtu/h, Efficiency Note: This ianot aBuilding Energy Rating. |fyour Index iubelow 70.your home may qualify for energy efficient mortgage (EEM)incentives ifyou obtain aFlorida EnergyGauguRating. Contact the EnorQyGaugeHotline sd(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff . Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. snorgyGavge4&uoA rlanaouV10Section *nn.1Compliant Software Redden Title: Addition -Renovation O82G3U2 TMY 101UMelonv|kaAvenue FLAaBuilt BeuUU|:Florida Average Sanfovd, F|, GaaUti|: Florida Average Registration #r Run Date: Energy_ Uses Reference Home Proposed H Rti Heating 0.71 yWBtU 0.41 MBtu 0.00 Cooling 5.21 MBtu 4.14 K1Btu O.OU Hot Water 0.00 yWBtu 0.00 K4Btu 0.00 TOta| 5.92 K8BtV 4.55 K8Btu 0.77 Building Loads_____ Reference H Proposed H RatU Heating 1.22W1Btu 0.70W1Btu^ 0.58 Cooling 13.35 K4Btu 10.62 K4Btu° 0.80 Hot Water 0.00K8BtV 0.00W1Btu° 0,00 Total 14.57 yWBtu 11.32 yWBtu 0.78 normalized modified loads 31aaa0FloorAr*a: 0100 Total Proposed Modified Loads: 11.32 0-n v PROJECT Title: Addition -Renovation 0926302 Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 714 Lot # Owner: Redden Total Stories: 1 Block/SubDivision: ft of Units: 1 Worst Case: No PlatBook: Builder Name: owner Rotate Angle: 0 Street: 1010 Mellonville Avenu Permit Office: City of Sanford Cross Ventilation: County: Seminole Jurisdiction: 691500 Whole House Fan: City, State, Zip: Sanford , Family Type: Single-family F1 , New/Existing: Addition Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume Blockl 714 5712 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated Mst Bath 193 1544 No 0 1 Yes Yes Yes 2 Family Room 521 4168 No 0 0 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Mst Bath 39.33 ft 0 193.3 ft' 1 0 0 2 Slab -On -Grade Edge Insulatio Family Room 54.67 ft 0 521 ft' 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or shed Composition shingles 773 ft2 148 ft' Medium 0.96 No 0,9 No 0 22.6 ATTIC IRCCTypeVentilationVentRatio (1 in) Area RBS I Full attic Vented 0 714 W N N 9127/2013 9:59 AM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Mst Bath 30 193.3 ft' 0.11 Wood 2 Under Attic (Vented) Family Room 30 521 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt TO-- _--Walt, -Type- RzValue- - - F1 An, ----Area- R--Value__ Fraction Absor_ Grade% I W Exterior Concrete Block - Int Insul Mst Bath 4 19,33 8 154.6399 0 0.75 0 2 N Exterior Concrete Block - Int Insul Mst Bath 4 10 8 80 ft' 0 0.75 0 3 S Exterior Concrete Block - Int Insul Mst Bath 4 10 8 80 ft' 0 0.75 0 4 W Exterior Concrete Block - Int Insfibmily Room 4 23.33 8 1186.6399 0 0.75 0 5 S Exterior Concrete Block - Int Insftbmily Room 4 22.33 8 178.6399 0 0.75 0 6 N Garage Concrete Block - Int Insul Mst Bath 4 11 8 88 ft' 0 0.75 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Family Room None 0.460000 2 6 12 ft' WINDOWS Orientation shown is the entered, Proposed orientation, Wall Overhang ff Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening I W 1 Vinyl Low-E Single Yes 0.45 0.3 13.10416 1330000 1 ft 0 in Drapes/blinds None 2 W 4 Vinyl Low-E Single Yes 0.45 03 26.12999 10 ft 0 in 1 ft 0 in Drapes/blinds None 3 S 5 Vinyl Low-E Single Yes 0A5 0.3 32.375 W 1.330000 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 84,37 ft' 84.37 ft' 18,67 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 Wholehouse Best Guess 0.000500 936,41 51.408 96.680 0.3650 9.8363 HEATING SYSTEM V# System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8,8 47 kBtu/hr 1 sys#1 9/27/2013 9:59 AM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 42.6 kBtu/hr 1278 cfm 0.81 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cent ff Company Name System Model # Collector Model Area Volume FEF ft2 DUCTS Supply Return ---- Air Percent HVAC # ft Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 142.8 ft Attic 35.7 ft' Default Leakage Family Roo Default) (Default) % 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cool ng J anFebMarFe Apr IMayJunJuluSep Oct Nov Dec Heat ng Jan Feb M Apr May Jun Julnn AurjAug 11 Se p Oct Nov Dec Venting Jan Feb X M Apr May Jun Jul Aug Sep 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 9/27/2013 9:59 AM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1010 Mellonville Avenue PERMIT #: Sanford, Fl, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT I SECTION SUMMARY OF REQUIREMENT(S) i CHECK 4 Air leakage 402A To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft, Testing or visual inspection required. Fireplaces: X gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental X electric heat must prevent supplemental heat when compressor can i meet the load, Ducts 4012.2 1 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and X sealed in accordance with Section 503.2.7.2 of this code. i 403.3.3 i Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker N/A 1 (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. N/A No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 i: Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or i other means proven to reduce heat loss except if 70% of heat from N/A site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503,2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or X variable capacity system. Electric heat > 1 OkW must be divided into two or more stages. Ceilings/knee walls 405.2.1 F R-19 space permitting. X 9/27/2013 9:59 AM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Manual J Summer Calculations Residential Load - Component Details (continued) Redden Project Title: Climate:FL ORLANDO-SANFORD-AIRPOR 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A- Sanford, Fl 9/27/2013 Ceilings Type/Color/Surface LI-Value R-Value Area(sqft) HTM Load i 2 i Unvented Attic/Light/Shingle 0.032 30.0/0.0 521.0 2.32 1211 Stuh Ceiling Total 521 1211 Btuh Floors Type R-Value Size HTM I Load 2 Slab On Grade 0.0 521 (ft-perimeter) 0.0 0 Btuh 1 Floor Total 521.0 0 Btuh Zone Envelope Subtotal: 2639 Btuh Infiltration I Type Wholehouse ACH Volurne(cuft) Wall Ratio CFM= Load Natural 0.44 4168 0.21 25.7 507 Btuh Internal Occupants Btuh/occupant Appliance Load-- 0 OBtu-h Sensible Envelope Load: 3147 Btuh Duct load I Average sealed, Supply(R4.2-Attic), Return (R4.2-Attic) (DGM of 0.405 1276 Btuh Sensible Zone Load 4422 Btuh Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded! 4 1 Clear 0.74, 1.13 B-L No N i 1.3ft 1.0ft i 40.0 0.0 40.0 26 26 1040 Btuh 5 1 Clear 0.74, 1.13 B-L No E! 1 3ft 1,Oft i 18.8 0,5 18.3 1 26 56 1045 Btuh 6 1 Clear 0.74, 1,13 B-L No E 5.Oft 1.0ft 1 8,0 6.3 1.7 26 56 260 Btuh 7 i 1 Clear 0.74, 1.13 B-L No E 5M 1.0ft 37.5 2T8 9.7 1 26 56 1 1272 Btuh i 8 1 1 NFRC 0.30, 045 B-L No W 1,3ft 1.0ft 14.0 0.2 13.8 11 26 367 Btuh Window Total I - I- 118 ft 3985 Btuh Walls Type U -V a I u e R -Val u e Area(sqft) Load Cav/Sheath 6 Concrete Blk,Hollow - Ext 0.38 0.0/0.0 314.7 7.8 2468 Btuh 7 Concrete Blk,Hollow - Ext 038 0.0/0.0 69,2 7.8 543 Btuh 8 Concrete Blk,Hollow - Ext 0.38 0.0/0.0 149.5 7.8 1172 Btuh 9 Concrete Blk,Hollow - Ext 0.38 0.0/0.0 18.0 7.8 141 Btuh 10 Concrete Blk,Hollow - Ext 038 0.0/0.0 113.0 7.8 886 Btuh 11 Concrete Blk,Hollow - Adj 0,38 0.0/0.0 61.4 6,9 425 Btuh 12 Concrete Blk,Hollow - Adj 015 4.010.0 88.0 2.7 240 Btuh Wall Total 814 5876 Btuh Doors Type Area (sqft) HTM Load 2 Wood - Exterior 13.0 133 173 Btuh 3 1Wood - Exterior TO 13.3 93 Btuh Door Total 20 (sqft) 267 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 3 j Unvented Attic/Light/Shingle 0.032 30.0/0,0 1390.0 2.32 3232 Btuh eilin_q Total 1390 (sqft)_ 3232 Btuh Floors 1 Type R-Value Size HTM i Load 3 Slab On Grade 0.0 1390 (ft-perimeter) 0.0 0 Btuh Floor Total 1390.0(sqft)_ 0 Btuh EnergyGaugaV-/ USRFZ13 v10 11 ___ P6ge Manual J Summer Calculations Residential Load - Component Details (continued) Redden Project Title: Climate:FL ORLANDO-SANFORD-AIRPOR 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A- Sanford, F1 9/27/2013 Zone Envelope Subtotal: 13358 Btuh Infiltration Type Wholehouse ACH Volurne(cuft) Wall Ratio CFM= Load Natural 0,44 11120 0.58 70.9 1400 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 1200 2120 Btuh Sensible Envelope Load: 16879 Btuh Duct load Average sealed, Supply(R4.2-Attic), Return (R4,2-Attic) DGMofO.405) 6843 Btuh Sensible Zone Load 23721 Btuh EnergyGaugeV / USRFZB v3.0 Page 3 N N u N N N N m=N wmm mm N 0 mm Residential Load _ Component Details Redden Project Title: Climate:FL RLANDO_8ANFDRD_A|RPOR 1O10PWeUonviUaAvenue Addition- RanovuUon-Existing 0928302A Sanhord. F| 9/27/2013 Sensible Envelope Load All Zones 22426 Btuh Sensible Duct Load 9092 Btuh Total Sensible Zone Loads 31518 Btuh Sensible ventilation 0 Btuh Blower O Btuh Whole House Total sensible gain 31518 Btuh Totals for Cooling Latent infiltration gain (for 40gr. humidity difference) 3833 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1095 Btuh Latent occupant gain (4.0people @2OOBtuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 5728 Btuh TOTAL GAIN 37245 8tuh Key: Window types ( Panes - Number and type of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value) ynoh'Interior shading / o)mRoller shauws(n)) For Blinds: Assume modiummmm. xanowvvu ForDraperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed IS ' Insect screen: "onnVv\ r"n(p)urna|K%)) omt'compass orientation) snorgyGau0e@/ u3npZa,ao Page System Sizing Calculations - Winter Residential Load - Room by Room Component Details Redden Project Title: 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A Sanford, Fl Building Type: User 9/27/2013 Reference City: Sanford, FL (Defaults) Winter Temperature Difference: 32.0 F (MJ8 99%) Window Panes/Type Frame U Orientation Area (sqft) X HTM= Load 1 1, NFRC 0.30 Metal 0.45 W 13.1 14.4 189 Btuh Window Total 13.1 (sgft) 189 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load Cav/Sh) 1 Conc Blk,Hollow - Ext (0.151) 4.0/0.0 142 4.85 686 Btuh 2 Conc Blk,Hollow - Ext (0.151) 4.0/0.0 80 4.85 388 Btuh 3 Conc Blk,Hollow - Ext (0.151) 4.0/0.0 80 4.85 388 Btuh Wall Total 302(sqft) 1462 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Shing (0.032) 30.0/0.0 193 1.0 197 Btuh Ceiling Total 193(sgft) 197Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 39.3 ft(perim.) 37.8 1485 Btuh Floor Total 193 sqft 1485 Btuh Room Envelope Subtotal: 3333 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.58 1544 0,21 35,0 1230 Btuh Duct load Average sealed, Supply(R4.2-Attic), Return(R4.2-Attic) DLM of 0.158) 722 Btuh Room #1 Sensible Room Subtotal 5284 Btuh Window Panes/Type Frame U Orientation Area (sqft) X HTM= Load 2 1, NFRC 0.30 Wood 0.45 W 26.1 14A 376 Btuh 3 1, NFRC 0.30 Metal 0.45 S 32.4 14.4 466 Btuh Window Total 58.5(sgft) 842 Btuh Walls Type Ornt. Ueff, R-Value Area X HTM= Load Cav/Sh) 4 Conc Blk,Hollow Ext (0.151) 4.0/0.0 149 4.85 720 Btuh 5 Conc Blk,Hollow Ext (0.151) 4.0/0.0 146 4.85 709 Btuh I Wall Total 295(sqft) 1429 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 12 14.7 177 Btuh Door Total 12(sgft) 1776tuhl EnergyGauge@ / USRFZB v3.0 Page 1 Upgraded Air Conditioning & Heating Equipment Specifications Owner: Redden Address: 1010 Mellonville Avenue City: Sanford Manufacturer: Amana/Goodman Heat Pump Model Number: ASZ14048 Air Handler Model Number: AVPTC42604 ARI Ref # 4431319 SEER: 15.0 HSPF: 8.8 Cooling Capacity @ 95od/75id/63wb 1550 CFM @.5 SP Total Capacity: 42,600 BTU Sensible Capacity: 34,506 BTU Latent Capacity: 8,094 BTU Sensible Heat Ratio: .81 Heating Capacity @ 47od 47,000 BTU System Sizing Calculations - Summer Residential Load - Room by Room Component Details Redden Project Title: 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A Sanford, Fl 9/27/2013 Reference City: Sanford, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 46gr. Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt 1 Len Hgt Gross Shaded Unshaded Shaded Unshaded! 1 1 NFRC 0.30, 0.45 1.3ft 1.0ft 131 0.3 12.8 11 26 342 Btuh Window Total 13 (sq 342 Btuh Walls11 Type U-Value R- Value Area(sq ft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow - Ext 0.15 4.0/0.0 141.5 2,1 300 Btuh 2 Concrete Blk,Hollow - Ext 0,15 4,0/0.0 80.0 2.1 170 Btuh 3 Concrete Blk,Hollow - Ext 0.15 4.0/0.O 80.0 21 170 Btuh ll Total Ceilings Type/Color/Surface U-Value R-Value Area(sqft HTM Load 1 4 ___ ___ _-- .- I - 1_11-- --I-,-"-- _111111---_ -- 1111, 1 1-111 _ ____ _ _ _ _ , _ ___ _ Unvented Attic/Light/Shingle 0.032 30.0/0.0 193.3 2.32 449 Btuh Ceiling Total 193 (sqft) - ------ 449 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 193 (ft-perimeter) 0.0 0 Btuh Floor Total 193.3 (sqft) 0 Btuh Zone Envelope Subtotal: 1431 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.44 1544 0.21 26.3 519 Btuh Internal Occupants Btuh/occupant Appliance: Load gain 0 X 230 0 0 Btuh Sensible Envelope Load: 1950 Btuh Duct load Average sealed, Supply(R4.2-Attic), Retum(R4.2-Attic) __(DGM of 01.114,015 790 Btuh Sensible Zone Load 2740 Btuh J Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hqt 1 Gross Shaded Unshaded Shaded Unshaded - ------ 287- 1 NFRC 0.30, OA5 B-L No W 10.Of 1.0ft 26,1 26.1 .0 11 Btuh 3 1 NFRC 0,30,0.45 B-L No S 13ft 1,Oft 32A 32.4 0.0 11 13 356 Btuh Window Total 59 643 Btuh Walls 1 Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 4 Concrete Blk,Hollow - Ext 015 4.0/0.0 148.5 21 315 Btuh 5 Concrete Blk,Hollow - Ext 015 4.0/0,0 1463 2,1 310 Btuh Wall Total 295 (sqft) 625 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 12.0 13.3 160 Btuh Door Total 12 (sqft) 160 Btuh EnergyGauge@ / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Redden Project Title: 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A Sanford, Fl Building Type: User 9/27/2013 Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Unvent Attic/L/Shing (0.032) 30.0/0.0 521 1.0 531 Btuh Ceiling Total 521 (sgft) 531 Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Slab On Grade (1.180) 0.0 54.7 ft(perim.) 37.8 2064 Btuh Floor Total 521 sqft 2064 Btuh Room Envelope Subtotal: 5043 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.58 4168 0.21 34.2 1202 Btuh Duct load Average sealed, Supply(R4.2-Attic), Return(R4.2-Attic) (DLM of 0.158) 988 Btuh Room #2 Sensible Room Subtotal 7234 Btuh Window Panes/Type Frame U Orientation Area (sqft) X HTM= Load 4 1, Clear Metal 1.13 N 40.0 36.2 1445 Btuh 5 1, Clear Metal 1.13 E 18.8 36.2 679 Btuh 6 1, Clear Metal 1.13 E 8.0 36.2 289 Btuh 7 1, Clear Metal 1.13 E 37.5 36.2 1358 Btuh 8 1, NFRC 0.30 Wood 0.45 W 14.0 14.4 202 Btuh Window Total 118.3(sgft) 3972 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load Cav/Sh) 6 Conc Blk,Hollow - Ext (0.384) 0.0/0.0 315 12.30 3872 Btuh 7 Conc Blk,Hollow - Ext (0.384) 0.0/0.0 69 12.30 852 Btuh 8 Conc Blk,Hollow - Ext (0.384) 0.0/0.0 149 12.30 1839 Btuh 9 Conc Blk,Hollow - Ext (0.384) 0.0/0.0 18 12.30 221 Btuh 10 Conc Blk,Hollow - Ext (0.384) 0.0/0'0 113 12.30 1390 Btuh 11 Conc Blk,Hollow - Adj (0.384) 0.0/0.0 61 12.30 755 Btuh 12 Conc Blk,Hollow - Adj (0.151) 4.0/0.0 88 4.85 427 Btuh Wall Total 814(sgft) 9356 Btuh Doors Type Storm Ueff. Area X HTM= Load 2 Wood - Exterior, n (0.460) 13 14.7 191 Btuh 3 Wood - Exterior, n (0.460) 7 14.7 103 Btuh Door Total 20(sgft) 2946tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 3 Unvent Attic/L/Shing (0.032) 30.0/0.0 1390 1.0 1417 Btuh I Ceiling Total 1390(sqft) 14176tuh EnergyGaugeV / USRFZB v3.O Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Redden Project Title: 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A Sanford, Fl Building Type: User 9/27/2013 Floors 3 Type Ueff. R-Value Size X HTM= Slab On Grade (1.180) 0.0 112.0ft(perim.) 37,8 Floor Total 1390 sqft Load 4229 Btuh 4229 Btuh Room Envelope Subtotal: 19268 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.58 11120 0.58 94.5 3319 Btuh Duct load Average sealed, Supply(R4.2-Attic), Return(R4.2-Attic) (DLM of 0.158) 3573 Btuh Room #3 Sensible Room Subtotal 26159 Btuh Subtotal Sensible Heat Loss 38677 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 38677 Btuh 1. Electric Heat Pump =:1 # =47000 Btuh Key: Window types - NFRO (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge4D / USRFZB v3.0 Page 3 Manual J Winter Calculations Residential Load - Component Details (continued) D .,f Tifla Redden I Wj 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A Sanford, Fl Building Type: User 9/27/2013 Totals for Heating 1. Electric Heat Pump Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) 38677 Btuh 0 Btuh 38677 Btuh 47000 Btuh EnergyGaugeO I USRFZB v3.0 Page 3 System Sizing Calculations - Summer Residential Load - Roorn by Room Component Details Redden Project Title: 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A Sanford, FI 9/27/2013 Reference City: Sanford, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 46gr. Comp "066t Leads for Roonn 1,. Msf Bath Type* Overhang Window Area(sgft) HTM Load Window Panes SHGC U InSh 6 - - IS Ornt Len H t Gross Shaded Unshade Shaded Unshadedgi ... _ _ j16--- 1 NFRC 0.30, 0.45 B-L No W 11.3ft 1 Aft 13.1 0.3 12,8 11 26 342 Btuh Window Total 13 (sgft 342 Btuh Walls Type U-Value R-Value Area(sgft} HTM Load Cav/Sheath 1 Concrete Blk,Hollow - Ext 0.15 4.0/0.0 141.5 2.1 300 Btuh 2 Concrete Blk,Hollow - Ext 0.15 4.0/0.0 80.0 2.1 170 Btuh 3 Concrete Blk,Hollow - Ext 0.15 4.0/0.0 80.0 2.1 170 Btuh Wall Total 302 (sgft} 640 Btuh '.. Ceilinqss Type/Color/Surface U-Value R-Value Area(sgft} HTM Load 1 Unvented Attic/Light/Shingle 0.032 30.0/O,0 193.3 2.32 449 Btuh Ceiling Total__.. sgft}__-. 449 Btuh Floors Type 1_93 _ R-Value Size HTM Load 1 Slab On Grade 0.0 193 (ft-perimeter) 0 0 0 Btuh Floor Total 0 Btuh193.3_(sgft} - _. _. _ _ Zone Envelope Subtotal: 1431 Btuh Infiltration': Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.44 1544 0.21 26.3 519 Btuh Internal Occupants Btuh/occupant Appliance Load fain Q X 230 + 0 0 Btuh Sensible Envelope Load: 1950 Btuh Duct load Average sealed, Supply(R4_2_Attic), Return(R4 2-Attic) DGM of 0.405) 790 Btuh Sensible Zone Load 2740 Btuh Type* Overhang Window Area(sqft) HTM Load Window PanesSHGC U InSh IS Ornt Len Hqt Gross Shaded Unshaded Shaded Unshaded 2 1 NFRC 0.30, 0.45 B-L No W j 10.Of 1.0ft 26.1 26.1 QA 11 26 287 Btuh i 3 1 NFRC 0.30, OA5 B-L No S 1.3ft 1 Aft i 32.4 32.4 0.0 11 13 356 Btuh Window Total 59 s 643 Btuh Walls I Type U-Value w - - qft R-Value Area(sgft} HTM Load Cav/Sheath 4 Concrete Blk,Hollow - Ext 0.15 4.0/0.0 148.5 2.1 315 Btuh 5 Concrete Blk,Hollow - Ext 0.15 4.0/0.0 146.3 2.1 310 Btuh Wall Total 295 (sgft} 625 Btuh Doors Type Area (sgft) HTM Load 1 Wood - Exterior 1M 13.3 160 Btuh i Door Total 12 (sgft) - 160 Btuh EnergyGauge@ / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Redden Project Title: 1010 Mellonville Avenue Addition -Renovation -Existing 0926302A Sanford, Fl Building Type: User 9/27/2013 Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Unvent Attic/L/Shing (0.032) 30.0/0.0 521 1.0 531 Btuh Ceiling Total 521 (sqft) 531 Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Slab On Grade (1.180) 0.0 54.7 ft(perim.) 37.8 2064 Btuh Floor Total 521 sgft 2064 Btuh Room Envelope Subtotal: 5043 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.58 4168 0.21 34.2 1202 Btuh Duct load Average sealed, Supply(R4,2-Attic), Return(R4.2-Attic) (DLM of 0.158) 988 Btuh Room #2 Sensible Room Subtotal 7234 Btuh Window Ea! sff e Frame U Orientation Area (sqft) X HTM= Load 4 1, Clear Metal 1.13 N 40.0 36.2 1445 Btuh 5 1, Clear Metal 1.13 E 18.8 36.2 679 Btuh 6 1, Clear Metal 1.13 E 8.0 36.2 289 Btuh 7 1, Clear Metal 1.13 E 37.5 36.2 1358 Btuh 8 1, NFRC 0.30 Wood 0.45 W 14,0 14.4 202 Btuh Window Total 11 8.3(sqft) 3972 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load Cav/Sh) 6 Cone Blk,Hollow - Ext (0.384) 0.0/0.0 315 12.30 3872 Btuh 7 Cone Blk,Hollow - Ext (0.384) 0.0/0.0 69 12.30 852 Btuh 8 Cone Blk,Hollow - Ext (0.384) 0.0/0.0 149 12.30 1839 Btuh 9 Cone Blk,Hollow - Ext (0.384) 0,0/0.0 18 12.30 221 Btuh 10 Cone Blk,Hollow - Ext (0.384) 0.0/0.0 113 1230 1390 Btuh 11 Cone Blk,Hollow - Adj (0.384) 000.0 61 12.30 755 Btuh 12 Cone Blk,Hollow - Adj (0.151) 4.0/0.0 88 4.85 427 Btuh Wall Total 814(sgft) 9356 Btuh Doors Type Storm Ueff. Area X HTM= Load 2 Wood - Exterior, n (0,460) 13 14.7 191 Btuh 3 Wood - Exterior, n (0.460) 7 14.7 103 Btuh Door Total 20(sqft) 294Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 3 Unvent Attic/L/Shing (0.032) 30-0/0,13 1390 1.0 1417 Btuh TotalCeilin1390(sgft) 1417Btuh EnergyGaugeO / USRFZB v3.0 Page 2 JR, k. BOUNDARY SURVEY PHOTOGRAPH PAGE 1 OF 2) FEB 2 0 2014 VICINITY MAP (Not to scale) H altf'cmr R Rrhy. C-W SV IkslarcSenlo E APRH'/'al I.:1"rn SITE LEGAL DESCRIPTION: LOT 8 AND NORTH 18 FEET OF LOT 9, BLOCK 1, ELDORADO ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ADDRESS: 1010 Mellonville Avenue Sanford, FL 32771 JOB #900786 CF SC4-29—LOTS8&9 FIELD DATE: 1 8 2014 SCALE: 1' = 30' DRAWN BY1 PJT REVISIONS Altarnax purveying 910 Belts Avenue, Suite '1140 Casselberry, FL. 3210W.. Phone: 407-677 0200 Licensed Business No._" o: 7833 W W W.altamaxsurveyin%com Robert C. Johnson PSM 5551 CERTIFIED TO: OSCAR REDDEN JR. GENERAL SURVEY NOTES: 1. Bearing structure based on the monumented North line of subject property; being: S90'00'00"E (assumed). 2. This building is not in a Special Flood Hazard Area, Zone X, based on Flood Insurance Rate Map No. 12117CO07F, with an effective date of 9/2812007, lying in the City of Sanford, Florida. 3. This surveyor has not made a search of the public records for any dedications, limitations, restrictions or easements other than shown hereon. 4. Underground improvements have not been located. 5. This Survey has been made for the exclusive use of the entities certified to hereon and does not extend to any unnamed parties. 6. Not valid without the signature and the original raised seal of this Florida licensed Surveyor and Mapper, unless provided with electronic signature with ability to verify. The seal appearing on this document was authorized by Robert C Johnson on the Date of the electronic signature. LEGEND AC AIR CONDITIONER q CENTERLINE CBW CONCRETE BLOCK WALL CC COVERED CONCRETE CLF CHAIN LINK FENCE CM CONCRETE MONUMENT CO CLEAN OUT CONC CONCRETE COVD COVERED CP CONCRETE PAD CW CONCRETE WALKWAY d CENTRAL ANGLE D&M DESCRIBED & MEASURED DE DRAINAGE EASEMENT DESC DESCRIPTION AS— DOT MANHOLE DW DRIVEWAY EB ELECTRICAL BOX E/P EDGE OF PAVEMENT ELECTRIC METER ESMT EASEMENT FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FND FOUND GUY WIRE ANCHOR IRON PIPEiPRIRONROD L ARC LENGTH LIGHT POLE LSA LANDSCAPE AREA MEAS MEASURED MS METAL SHED N&D NAIL & DISK OW OVERHEAD WIRE ORB OFFICIAL RECORDS BOOK P&M PLAT & MEASURED PB PLAT BOOK PC POINT OF CURVATURE PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT R RADIUS R/W RIGHT OF WAY TR TELEPHONE RISER In TRANSFORMER TV CABLE TV RISER TYP TYPICAL UE UTILITY EASEMENT UP UTILITY POLE WATER METER WATER VALVE WF WOOD FENCE WS WOOD SHED NUMBER MOUNDARY SURVEY PAGE 2 OF 2) NW CORNER, LOT 6 i FND 518" IR z BIGLEY PLS 4887 SET 112- IR 100.00' PLAT 8 7833 N8 E IM03 , MM- t w 0.2' EF- L6 O 8 PLAT ELLA A PACE PLAT BOOK 1, PAGE 91 LOT NO FND.# 4' ROUND CM 6 125,00' PLAT 90*00'00"E 125.00-',9MEAS 1-6' CLF LINE, SUBJICT PROPERTY STORY CNC 8 -w '6LOT8 1 ADDRESSO#1011LOOCK 1 BLOCK I it 10.1- E (6- WF) END W, 14.7FQa—, C14 LOT 6 LOT 7 BLOCK I BLOCK I cc 0 1.81 N 1 8x 29.4' 0 118 LOT 9 -piLLzV166.6 q;1 8, CONC DWJ8 I 0.7- E (CLF) OHS, 1 059'38"W 120,42VEZ OHEI SET 11IR LOT 9 LB78332' 120.42SDESCI rylBLOCK IC; NOT MCLUDED r----------- LOT 10 BLOCK I L-------------------- SE CORNER, LOT 10, BLOCK 1 FND 314" IP NO i Altamax Surveying 910 Belle Avenue, Suite 1140 Cosselberry, FL 32708 Phone: 407-677-0200 Licensed Business No. 7833 www. oitomoxsurveying.com m O SET 1/2" IR LB 7833 4 Su, GRAPHIC SCALE M Wed I m M03060IN E 1 INCH 30 FT. NMI 4 %-y' City of Sanford D1 Residential Permit Application Guidelines All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Completed and signed Right -of -Way Utilization Type I Pen -nit Application. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/tier company to sign the permit application as the contractor. Fit. -Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Approval letter from sanitary sewer provider (if other than the City of Sanford). Copy of the onsite sewage disposal system construction pen -nit issued by Seminole County Health Department (if applicable). I SerningLe County Impact Fee Statement (multi -family only). Five (A(sets signed and sealed building construction plans. Pi Two f 2) signed and sealed site / plot plans. Two (2) sets signed and sealed floor and roof truss engineering. Two (2) copies of completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. Two (2) copies of completed and signed energy and equipment sizing calculations. THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN / PLOT PLAN Lot number Address / Legal Description Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) P"A Primary building setback lines/envelope j /- A/C unit locations with setback from property line k12° Survey type 1-14, Existing easements: drainage, utility, etc. Building separations, if applicable Location of septic systems Flood zone reflecting current FEMA map revision date Lot grading type (A,B,C, etc.) Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) Lot comer elevations and break point elevations Drainage swales (if applicable) with profile view Proposed finished floor elevation BUILDING PLAN IA Construction documents shall indicate code edition being applied Revised: November 2013 Page 1 q1'5 Residential Permit Al)t)hcation Checklist fr, I \,Construction type ns to minimum 1/8" scaleminimu mmu' I esi er information: name, address, registration seal and signature on all pagessinformation: 11 . imPagesrminimum 22"x 34" min imum All pages umbered and labeledpagesu Wind \design ata required on drawings per FBC 1603.1,4 to meet 139 mph ultimate design wind speed for risk categor 11 buildings (residential) Ultimate d -i,,g,,,,n wind speed (Vult) Nominal desi.6 wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in teens of psf Structural Calculations, if necessary F,I,\ Building area tabulation Room size Corridors 11 \Stair location/guardrails F1 afety glass locationsafe'y glass E ess door and emergency escape windows sizes and location U Sta s construction requirements pIJSpec I column/post anchorage F1 Interio load bearing wall locations El Shear w Its Ll \Downcel LI Lintel sche le 0 Attic access E] Accessibility r4stroom (door) location L1 Fire resistant assemblies I-] Identify options to be used El jilled cells with reinforcement locations U oter denotation/details 1-1 Foo4eirs minimum 12- below grade n Interi6i(bearing walls/pads F1 Porch pa s/footers 1-1 Brick ledg' detailC 11 Slab thickni\ie/steel/fiber mesh mVaporbarrier/ rmite treatment typer Reinforcing stee over lap LJ Relieving arch steel, ' at pipe penetrations 1-1 All wood minimum6- above grade 11 Crawl space ventilation 0 Termite shields ELECTRICAL F1, Service riser diagram A Electrical load calculations Revised, Novembei-2013 Page 2 of 5 Residential Permit Application Checklist I] Bond ing/Grounding to foundation steel F-I Service location 0 Panel locations IJ Receptacle lay out GFCI protection AFCI protection El Tamper resistant outlets 0 Ceiling fans 11 Outdoor receptacles Disconnecting means Switches/lights Smoke/CO alarm locations hard wired, interconnected and battery backup ELEVATION (front, rear and side views) 0 Attic ventilation Roof pitch Er Roofing material 0 Exterior finish/stucco thickness IA Heightibearing elevations Window and door opening locations Chimney location/height MECHANICAL Equipment location Anchorage for condenser Protection in garage locations Clearances at equipment Structural detail for air handler in attic Room ventilation Duct layout (usually in energy calculations) R-value of ducts CFM's Balanced return/ducted, transfer ducts or grilles 1:1 Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air Energy calculations with equipment sizing calculations Skylights PLUMBING 0 Plumbing waste riser diagram F1 Water heater location P- Fixture location F] B , each outlet and total BTUsPjT pe , ' e and total length El LP regu or and model type s tio air vI-] Combustio air vents u IElLocationofeipment El Venting E) Gas Type Revised: November2013 Page 3 of Residential Permit Application Checklist Gas Pressure Gas piping riser RQ0F TRUSS LAY OUT Truss I. D. #s Layout Signed/Sealed truss engineering package Strapping/fasteners DETAIL SHEETS OR NOTES F-1 Footings Beam to wall and/or post attachments Post/column and beam construction Interior bearing walls Cl Stairs section Chimney construction Dormer construction F1 Floor framing Entry construction Arched windows Bay windows Frame to block connections D Knee wall construction Sky ight framing Top plate splicing requirements Steel requirements (footer, lintel, vertical pour) Grade Over lap Veneer Shear wall locations and construction Connectors Fasteners D Roof sheathing & diaphragms Fasteners Blocking 11 Wall and gable sheathing fastening Gable end, frame and block, vaulted and flat Conventionally framed roof members Glass block Bearing opening strapping/anchorage Bearing/non-bearing wall detail Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly Garage and swing door buck fastening Ceiling diaphragms Blocking Any conventional framing MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS 0 Roofing installation instructions & compliance with ASTM standards Revised, Novernber 2013 Page 4 of 5 Residential Permit Application Checklist Window and mullion installation instructions Garage door, sliding glass door and swing door installation instructions Siding installation instructions Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PRODUCT APPROVAL P"` Completed Product Approval specification sheet FS553.842JAC61G20-3 These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city cif Sanford, state, and'kderal requirements. Revised: November 2013 Page 5 ol'5 Residential Permit Application Checklist SCPA Parcel View: 30-19-31-521-0100-0080 Page I of I 0~0 Jc~a-cxi. 0CA Property Record Card Parcel: 30-19-31-521-0100-0080 Owner: REDDEN OSCAR JR & ROSYLN C Property Address- 1010 MELLONVILLE AVE SANFORD, FL 32771 F`713ack IF - Previous Parcel] FNext Parcel >_1 F save Layout I [ Reset Layout I FNew Search I Parcel: 30-19-31-521-0100-0080 Property Address: 1010 MELLONVILLE AVE Owner: REDDEN OSCAR JR & ROSYLN C Mailing: 1010 S MELLONVILLE AVE SANFORD, FL 32771 - 2239 Subdivision Name: ELPQRADQ Tax District: S I -SANFORD Exemptions: 00-HOMESTEAD (1994) DOR Use Code: 01 -SINGLE FAMILY tu F— Map Aer ial I[Both] FFootprint] + F I Extents Cen Fi Larger MapI Dual map view - External Legal Description LEG LOT 8 + N 18 FT OF LOT 9 BLK I ELDORADO PB 4 PG 29 Tax Details Value Summary 2014 Working 2013 Certified Values Values Valuation Cost/Market Cost/Marke Method Number of I Buildings Depreciated 78,045 73,45' Bldg Value Depreciated EXFT Value Land Value 10,742 10, 74; Market) Land Value Ag lust/Market 88,787 84,191 VaIv Portability Adj Save Our Homes 3,329 Adj Amendment I Adj Assessed Value l $8S,4581 84,191, Tax Amount without SOH: $90( 20_13 Tex —RIII-Arincittrit $90( iA&IwIff!" Save Our Homes Savings: $( Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 85,458 50,000 3 5,45f Schools 85,458 25,000 60,45£ City Sanford 85,458 50,000 3 5,45E SJWM(Saint Johns Water Management) 85,458 50,000 3 5,45f County Bonds i $85,4581 50,0001 35,4S£ Sales http://scpafl.org/ParcelDetaits.aspx?PID=30-19-31-521-0100-0080 2/20/2014 01 A01 Monopitch 11 1 Job Reference otiqnal)_ 60 s Oct 23 2013 Mitek InKiines, hc Mon Feb 17 12 4 36 YOT 2-0-0 7.10-10 12-10-5 ID:tqdZndzAhlOMlpQ3FdQOyl zsY7x-WASfhzDW4CBScY,-Zfhln2Vrw8OSddJ09gu47y 18-1-6 23-8-0 2-0-0 -10.10 4-11-11 5-3-2 5-6-10 OFFICE Scale = 1:41.2 2x4 3X4 6 5x6 =. LOADING (pso SPACING 2-0-0 CS1 i DEFL in lac} I/defl L/d i PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.43 11 >663 360 i MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.97 9-11 >291 240 BCLL 0.0 Rep Stress Incr YES WB 043 Horz(TL) 0.12 8 n/a n/a I BCDL 10,0 Code FBC20101TP12007 Matrix-M) Wind(LL) 0.56 9-11 >504 240 Weight: 103 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 *Except* end verticals. BI: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mid pt 5-8 MiTek recommends that Stabilizers and required cross bracing-! be installed during truss erection, in accordance with Stabilizer Installation REACTIONS (lb/size) 8=846/0-4-0 (min. 0-1-8),2=1010/0-8-0 min. 0-1-8) Max Horz 2=152(LC 8) Max Uplift8=-428(LC 9), 2=-574(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2836/1151, 2-3=-4357/1896, 3-16=-399111619, 16-17=-3978/1619, 4-17=-3975/1622, 4-5=-2197/939 BOT CHORD 2-11=- 1 994/4310, 10-1 1=-1479/3117, 9-10=-1479/3117, 8-9=-876/1682 WEBS 3-11=421/439,4-11=-379/907,4-9=-1042/579,5-9=-198/761,5-8=-1758/929 NOTES 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4,0psf; BCDL=6.Opsf: h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp, C: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-3 to 0-11-13, Interior(l) 0-11-13 to 23-6-4 zone;C-C for members _rl and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 rri 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CZ) 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except (jt=lb) 8=428, 2=574, 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, LOAD CASE($) Standard 727299 A02 GABLE iboo I Oct 23 2013 MiTek IndustHes, Inc. Mon Feb 17 12:48:37 2014 Pac ID:tqdZndzAhIOMIpQ3FdQOylzs'(7x-_MO1 uJE8qVJJEiYICOGOajO88oyVMr5lvYqhVVzkt 2-0.0 23-4-0 2-0-0 23-4.0 Scale = 1:393 10 11 12 22 21 20 19 18 17 16 15 14 13 3x4 = 234-0 LOADING (pso SPACING 2-0-0 CS1 1 DEFL in loc) I/defl L/d PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0,49 Vert(LL) 0.01 1 n/r 120 MT20 2441190iTCDL7.0 LumberI Increase 1.25 BC 0,23 1 Vert(l L) 0.08 1 n/r 120 8CLL 0.0 i Rep Stress Incr YES WS 0,12 Harz(TL) -0,00 13 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) I Weight: 93 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 *Except* end verticals. 61: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS All bearings 23-4-0, lb) - Max Horz 2=1 50(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15, 16, 17, 19, 20 except 2=-299(LC 8), 21=-120(LC 1), 22=-301(LC 8) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 19, 20, 21 except 2=346(LC 1), 22=592(LC 1) FORCES (lb) - Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. WEBS 3-22=-405/402 NOTES 1) Wind: ASCE 7-10; Vuft=l 40mph (3-second gust) Vasd= 1 08mph; TCDL=4.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat, 11; Exp C; Encl., GCpi=O. 18; MWFRS (directional) and C-C Corner(3) -2-0-3 to 0-11-13, Exterior(2) 0-11-13 to 23-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1, 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing, 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 15, 16, 17, 19, 20 except at=lb) 2=299, 21 =120, 22=301 . 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, LOAD CASE(S) Standard RM P Iz- u 0 - 2) UJ zillf 0 ow 1 r, tilt - Him m ca to P.- fir, x x x xx 0) i W.W. TiT CD 9 9 mN 0 E 0 4 tlf oo-f7o-zz Lel I RS w pia its A NAVY A 7 AwlApoil1tiWf! job, 9 0 W Mi AFN 14, Page lof3FloridaBuildingCodeOnlineOFFIC"11", r deal # H, 74=2 "la . 7"fanarp SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F13C Staff OCIS Site Map Unks Search N A Product Approval USER: Public User Viz3 Product Approval Menu > Product Or AppliCation Search > Appkat,lon USt > Application Detail FL # FL11854 Application Type New Code Version 2007 Application Status Approved AN, V , Comments Archived Product Manufacturer 8TTEC, INC. Address/Phone/Email #2 Industrial Park Drive P.O. Box 497 Morrilton, AR 72110 501) 354-8585 dga@bi-tec.com Authorized Signature James L. Buckner, P.E. @ CBUCK, Inc. jimmy@cbuckinc.net Technical Representative David G. Allen Address/Phone/Email #2 Industrial Park PO Box 497 Morrilton, AR 72110 dga@bi-tec.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard y1kaLt Florida Building Code 2007 FM 4470 1992 TAS 114 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A GENERAL NOTES -- se CRA-4saT A>o_, .81E oH.TN r tPOC,1 c «a A, e xHeD. T-,Er u... NoT g u "D =Ca . s'u5s.- t. ?:- A S S a.._ E£ iN L fR. AN.;E W jE, .3W tiG$ .. FiC 0.NC%C. rms-1 I;; 3A5E C/Pk uSTtLik iCSN OF ,+. 0"riER PRUC.ttii u0¢ VA'7PIA Ac .ONE NAL NS 'k UC v 44-Y K US D R RATIONAL A.NG/ A _GC A,RNA. 2 Cf N U 'CKN & 6ilCKf <G .aSFNEK - MGM` ifs P'•,PE -i, Js SiJN` k NSTAl._.. TG TftkN.,FC° WitiC CF ANT PRO„JC N.;T aR60L_CJ 3Y Yi.E A,W. AGT S(£R A ( 31RUP RE. STATEb ^N PVE$F_ j3AW!NGS. * o i`4PSE N N ;M? RATED WNCaW SY TL NS ALi TK?"; ARC 'N AC.VR.ANGE WITH AND MEET r H Mf k 0 1 xlva Bu 5i N k B a8" MAX SAME W - 4 IL INC c RN WINDOW RAM i0 'Pr ' -Kt 7 O 9 '"K$ 5`JO(1 FRAMN S-AL , k' AE T kC. Aus ar Rf DR REA7 aw M rS rz: WC ; 48" VAX -:AA= METH - 4" MAX. s w* R Nr N' No'IM R.W ME NT CONTACT W =_ WLAR '' , MRTEBA S k Ma f r FM t f '1a. 3 `1G GE .,-U.P B ; 0 H F P KNOW f H# N r"WS SH WN M R N AXE R FF & Aw 4 EY ___. _.__._. - N .. __.. f R:ua xrR P F1 a 1O /QA :. & STAL. E -ARELED N AC ORGAN. A : aC AN, A ;3 ;• # 'j 94 J IOA C LDN OMM S N SPZCCAFQAIS. WNDJW A SEMB Y NOT BAR ':S AWwG AN 3 S-_L ACCORDANCE '61 Hf MAhUFACI REIFS O'AT1 A i1R.AC P..,,f CANS& TES'NG ;'tiAL. _`! 4 2 E 1'GP j BI dl b2 d 1 RAM SCREWS 7 ER F,CA &.i 6 THESE 'W:NCCW NST,F,ATIC,,NS SHALL BE ONSiOFRED vDO AN.Oi OW.NG G {s' 'Ar vv II j I10 NHER, .;iVWN. o PPLY EY ARE INSTALLED WITHOUT R SUtL©NG PERMIT cROM 'HE. API A3f. LOCAL hi LOING DEPARTMEN3. ' i, OPPGStTE i `{{I C F P, ITEM I 4 w 2j if Er ARE INS AL ED BY ANY'JNE tSTrt%R THAN A -1 NSED CDNTRA:TOK CA Ri..NCE x .+ N:'N60W SEE RAME CS INSTaLtA DNS 3i F RANGES NAVE OCCURED TC THE ROC T CERTIFICA ON ENTiTMS R'IF!CATE TAT FIN A'vfLr+OR j .: j!!! ; ANCHOR te CAUSE. TNESF INSTALLATIONS TO BE INCORRECT Ok NCON. iS EH' Wi"'i wM AS $tN S _D yf{ rt:N 2" f G-`vyI I yl; j; i REQUIREMENTS '' ; EQUALLY 8. TN EAST DESIGN PRfSSUR' 0 7£:E7 '. N ?P+,IS RAW.NG 6R .. PRflO CTS C 1TTTOATON SHAE 1A A IS ( a - - w Rx F € :Nsa nC WttLGW _ CORNERS & B ,@;` T SE l 8LE ON ! H. SPACED z < S THESZ HAwNGS FR Fv THE WINDOW INSTA LAiON ONLY WATER PR„eGFNG OF THE INSTALLED WINDOWS IS z MAX C W 4 ;1 SHEET FOR PP O 1f11, aGT PAR' a THIS INSTALLATION ., ER 41CA-±.,«, A. RESSP&N>.L5?v SAiS RE `wz 0; THE MANESFACT'v"I?ER SiAN''AR^, i £ i .j ANCHORS s RECU!Rckhc!vT5 i"iV - N, NSTA„icft. "' T ARE NOT ERGn§CFkA'dCE ._ - j REQWHENWINDOWS3WNGCWg ALTERNATE ANCHOR /SUBfiTRA yI AIlQN mMAX. O Wt H Z ALL A c NA E ANCHOR', N rR SPEC.TED FRAME HkvH o HT is -- - { SUBSTRATES HAVE B , ANA YZED INACCORD, x PF_RFQRMANCE ;'I S ¢ W! i"H THEE A.PLI ABA: S A rARd/S` AND ARE FOUND E // < b2 OR LESS 9" MAX. 0- z = E i I g WINDOWS. Srtyi + (TYR. EACH 1( w- M C BE cQ IVA' Er TRRONGERTHANTHEQ $ FRAME ANCHOR j ( S(OE p j AN >R() T rSEd `J SI Ixt W TtilS PRODUCT. j REQUIREMENTS I j • i m r EQUALLY O ` 7 - — TABL N THIS NS A.A :6NEIAF- A roN s EASED ON icaBL. arvc4OR rxNr,Ar cis ANo/aa -- 3 SHE FOR I' '. i 1 J i SPACED _z iN RAATYON & RESULT FROM APPLCAELE EST RI - PORTS HE OR uA BU D"sIV: - i REQUPREM[.NTS COC 0 RILON CON ERED Wi"rf FNE CVA A f^vN VAS THAT IC1 RCE k 'FTEG E EVALUATION N THE EVENT. G.. GOf7£ vER<' r.ANGcS/LPDA S OR !N w { (I ' f t *wI EQUALLY _ E 'VENT THA NEW OR AuOTIONAL ESNG5C'OVNR ETD ON THE REFERENCED I PRODUCT, PRIOR TO STATING CODE C'JMP+bWCE WITH 5 F STATE. ';HE MANUFACTURERR' SPACED U T SHALL CONFIRM WITH HE !NSTALION EVALLATION ENGNEEROFRECORDTHATTHEtAtN3iNSTA.4ONS SPECIFIED N€ERE ARE CURRENT WITH THE .HEN CURRENT TES iNG, o,.Q„r. // • i I I j CODE AND APaLEABLE STANOARas. FRAME ANCHOR REQUIREMENTS TABLE -- - ---- -___ -- n ENh, '-YP. FRAvE/C1P/NML FIN To -M NbUUM{ MNMEM EXTERIOR ELEVATION: NO ANCHORS REQD L._ F," MAX. y 0 Sass RATE) OPENING EAST€NER EMBED DOE sT( EXTERIOR ELEVATION. _ o0 FRAME SCREWS (SERIES 2U. AT HEAD SILL zm SINGLE WINDOW SINGLE WINDOW a MtN 2Y4 W-053 FRAMEORBK, W d uIN u_ & s i I 'o us #tea > CREW /4 , T/4 (F1N INSTALLED SERIES 10 (FRAME SCREW INSTALLED SERIES 20 o z E c MIN. r8 cA 3 4.S., uea_. STUD NO oGR. s E- TA / RILCREW f _ {1 SCALE. 3/4" SC.A E. 3j4" _ T -p" zd MIN f Y A3 SSE I NO 0 GFE SELF TAP/ AfLL SCREW FULL I 'jZ I z 0- MN 7 $ UiK 6Cr63 TS ALUM_ NO 6 GR. TAP/ RtE SCREW Fi,tL iJ2 ~ ,r,. C-90 CMu/2 00 PSI CONCRETES (z) F/'- CNCRETE SCRAP -_... 7 .f4' 2• e'er. T.___. _-_.._ __-_._... .`__.. Lui n wZ I) INSTALLATION cLTp_sOREws (SERIEs zaza; ALLOWABLE DESIGNPRESSURE I ` MrP:. 2X4 W00C FRAME ORBUCKT .. NO 10 MS OR WOOD SCREW I) 4, ii 3/ 4' (SINGLE WINDOW) - < cAt z MIN R } & O55} Y - sa MN 18 CA. 3 KSIM€TAL Ss UST" NO 0 CA S SELF ARICR SCREW u /2 i .Wh W SCE i ( ( ALLCs -3V MIN /a HK A3& s F NC f GR 5 € F nFJ R € SCREW fu C t fZ I M"Xc VAX 5T CE F1KEO SASH AC riE SASH I ?flS T V PRESSURE MN `/ S NK &CI65 TS ALUM s O F OR. SE F TAP/&R111 Sf,'r£W FULL b/2- AMA '4iE IP IN VE-?IN RAIL MEE" Nv RANC C 90 Mcij2a0f} PSt C h z 5 j.' NCRE''. SCREW .__.. 4 -?—' - WIcCrF i HEIGHT OR EMEhs R[IhEOR cM1 JT RES4 R(,£UFN' & rT -..i Ifk (IN')NEGArIV_j NAII NG FIN rASTE'VERS .SERIES O} ) j , tPSE7 Wk 2x4 WOO RAMC DR BOOK N.fi. [ pc 3c l— tH^v `Pc5 . X MIN. R. 3 & G G. P / 3/B 112'" " -_ ;u _. L. 35 t p MN 2x4 were FRAANf, OR BUCK (?, 372 _ _.-`/ES N6 I - YES 35 z; 4 Mi! H PERFORMANCE I % 2- x f 1 GA. RCOFING NAIL 1 P 76 ,/2" f--_.72 YES I YES YES SO MIN OR. 3 & G 0 5} I a ' '.`-' c 'WINDOW 1-. > t) 48 I 59.5 N{7 YES YES I35MtN. Jg ?{K A36 S Eu . £33 k}. 3 R. 5- SELF "raJDR CREW FULL /2- : x, 48 72 YES ES Y A.N I/a x ruo., > t31NU' a OR. PELFTAP/ CR+- sCREufI - -' ..) 48 gc YES Y£ vcc 35 L }FRAME SCR-:WS SHALL BE RAN (Al) OR h;E,Y HEAD SCREW .... ( ii; WINDOW HAS A MAXIMUM 35 TALE. BOTTOM VENT. 2 CON R E SCREWS RALI BECO ULIRACONE ELCO CRE E X IT'W RAMSEF/RED i dT III HAS E iJAL TOP>. BOTTOM VENTS, HE,*a,-c S OR tcWaie-e u ,I rttARaIo STEEL a S >; ESSURE SHOWN IN THIS .ABBE IS FOP, ,NSTA CATION CCND4 IONS! 3} WHEN SCREWS ARE USES WITH THE NA_. F4^t THEY MUST BE < WAr `%E HEAD 5-..RSW N._Y. : THE GOVERNING DESIGN GN PRESSURE ON E WINDOWS 'R A FIAT WASH ER A. THE 'SCREW TEA, ROO NARFnNAPCAKE,N STANDARD R.RMAifCWSHALL DE THE ESSEP 0, IHAT .:Trit7.WN IN THE NDRADUA) SfiEE': NO. rr.tr r+.,s aER:'CRAeA.tCE Nl<CO'WS) j iWfNOCW S STAIF AP ROVA, OR THAT SHOWN iN THIS TABLE, IE&S MID -STATES ASPHALT MEProduct Specifications Arrow 43 # , 0 F11111 ICE Us s & a cri kon Arrow 43 is an asphalt saturated organic felt that is coated with a high quality asphalt coating. Arrow 43 is used as a base ply in a number of BUR applica- tions and is non -perforated which makes it an ideal vapor retardant Meets Florida Approval BFL # 2074 e if cti„Q„n ASTM _ . D 2626-04 UL _ _ _ _ TYPE 15 BREAKING STRENGTHS min Ibf/in JkN1m_ with fibeLarain across fiber rain 20(3.5) PLIABILITY tested with 1 2" 13mm radius 2 failures MOISTURE at time of manufacturin _ ,. _._. 2.0% max MASS Ib NOFCOATINGANDSURFACINGs 100 ft2 m2 18 878 min . _ ,._._ .,_.............._._._..._....._....____._...._..____..m____._._.( MASS OF DESATURATED FELTS Ibs 100 ft2 THICKNESS OF DESATURATED FELT In. _Cm 025 0.64 min MASS OF SATURANT SOLUBLE IN TRIOCHLOROETHYLENE Ibs 100 ft2 qj2L 7.2 350 MASS PERCENT OF MINERAL MATTER PASSING A 212-pm (no.70) SIEVE, based on the total mass of mineral -filled coating and mineral surfacing w _ _ 60 %, max MID -- STATES ASPHALT Tuscaloosa, AL 1 (800) 489 - 2391 www. msaroof.com THIS ; INS'1RUIMENT PREP RE 1 Y: - Name 0 it °l..w ?3 S `n.., w,> 4' e# `. '@a.t ?§..t" kf .s' 9 td !i,. , '#t ti ..f t_ n i ki H aw. I-•! tii C o;,i tV of aersl9 ole P,,nnitNumber:._ Parcel ID MWRYfIW MIR8F , %AIMIr. CFHIITY CI.FW IT CIRCFIIT C(NJN'f & COMPTROUIR 89 t1fla19 Rq U"681 (Ipg) CLERK'S # 2014023308 RMIRF}F'R 03/03 P014 120802 PM REMFtti IN6 FFFR 10.0t) REf1tl IA-b By T F sjth The under, igned hereby gives notit,e that irnprovement grill be made to certain real property, and it, accordaMe rriih Chapter 713. Florida Statutes, the following lnforniation is provided in this Notice of Cori) mencernent DE' 7CRIPTION OF PROPERTY: (I_: gal dens:-,nf ion of th pi,,rpcty and street address if auallabfel G,17MERAL DESCRIrTION OF IfJii-'R0 F I`v1c--N T 0kAJMERINF02ir,1Ai101,,t: _, { 0114 Address F .e Simple Title Holder (if other than owner) Name: Addles; A3T'tg CONTRACTOR: Name On - Address Persons within the State of Florida Ds . rein ated by Ovinar upon whom notice or othral Wale 5'rVed as provided by Section 713.1:3(1)(b), Florida Statutes, Address:__ In addition to himself, OwnerDesiclnatvs _. __..__..,. _ ___ _.__ _ ___ __._._.ot 0 receive a copy of tho L i .n,n's N 1h e «s favA= d in Ses6on 11:3-13{1)(b), Florida Staiutes- Exptratton Dale at Notice (The exptrzation dztta 1s 1 year trans date Of reco+'crrriCj can._>s a dif erect date is specified) WARNING TO OWNER_ ANY PAYMENTS MADE BY I HE OWNER AFTER THE EXPIRATION Or THE NOTICE OF Ct MMENCEMENT ARE CONSIDERED IMPROPER PAYMILI'ATS UNDER CHAPTER 713, PART I StzC1-ION 713 13; FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COIAMENCEMENT IVIUS T BE RECORDED All[) POSTED ON THL JOB SiTE ME -TORE HIE FIRST INSPECTiON, IF YOU INTEND To OBTAIN FINANCING, CONSl1LT WITH YOUR LENDER OR AN ATTORNEY BEFORE GONIMENCING t 0t'1,K OR RfEGORI ING YOUR NOFIGF_ O c fJMt Et r.k iv1ENT. Linfler penalties of per;rtry<, i decl r' that i have read ti7 for 3rAnq awl that facis ;ta,e i in it are trtm, to tilts best of my a:4,A r erlc+ Zvli< af. f lw,da Sla; a 713 13(1)19). 1 he nmsi wyl th, npt ca of Coto; lie: e f=rF .rod n i on-_ et: . ma,< be p i his c,t hei vtWTSCOTT Notay Parole • Same of Flod" My Co". from Jan 16, 2016 Com nISSIM 0.FIF 0771760 E . 4 " bow" 6 T>ltretpWANY AWL The foreg-incg In_tnarsient before rrte this b' rJilcs is of person a ahi x1 St le,neri OR, vnttlo 1a7 fff x.acetS C_-1 typee, of irl..;.attL.aii,r produ"'.6: own to r1i ANNETTE SCOTT Nowy Public - Sthte err 19 717f; 4- Revision 0 RECEIVEI-1* City of Sanford 9 2014ResponsetoComments000 uhildinq & Fire Prevention Division P JUN 0 9 407.688.5150 Fax: 407.688.5152 Email: building@sanfbrdfl.gov Permit Submittal Date Project Address: D &V2 Contact: Ll G J Ll C' ) Ph: D ? 1A I Fax: Email: Trades encompassed in revision: EYBuilding El Plumbing El Electrical El Mechanical 0 Life Safety El Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water El Planning El Engineering El Fire Prevention El Building q1— / Superior grafting and Engineering Inc. JUN 0 9 2014 1700 Patterson Ave, Deland, Florida, 32724 Volusia 386-985-3805 DATE: 06/ 03/14 TO: CITY OF SANFORD BUILDING DEPT. SANFORD, FLORIDA 32771 RE: PLAN ADDENDUM OWNER: OSCAR & ROSLYN REDDEN LOCATION: 1010 MELLONVILLE AVE. SANFORD, FL. 32771-2239 PLAN NO. 13-2669 ZOE R M IT # DEAR SIRS: WE WOULD LIKE TO ADDRESS THE FOLLOWING ITEMS AS CHANGES TO THE BUILDING PROJECT. 1. THE ROOF TRUSS HOLD DOWNS SIMPSON HM9 LISTED UNDER FOOT NOTE (A) ON PAGE S-2 OF THE BUILDING PLANS CAN BE REPLACED WITH A SIMPSON HTSM16 TWIST STRAP. THE FASTENING OF THE HTSM 16 TWIST STRAP TO THE NEW TRUSS WITH 8- 1 OD NAILS AND TO THE EXISTING 8" CMU BLOCK WALL WITH 4- 1/4" x 2 1/4" TAPCONS PER STRAP/ TRUSS. SINCERELY, WILLIAM WALDROP