Loading...
601 Grovewood Ave 13-563 (a)Vs "J'( JAN 02 2013 CITY OF SANFORD BUILDING & FIRE PREVENTION y: PERMIT APPLICATION Application No: I3 - 5 l 0 J Documented Construction Value: $3/y,S fi Job Address: and iC_114110,041eHistoric District: Yes No Parcel ID: '11-a 0 - m -sw S - fY G - 03 Zoning: r DescriptionofWork: ( a j2M'0 t = j o Plan Review Contact Person: t _'g d e Title: Jot-tiS . Phone: 1/0I-1-83 a - 9' c/o 7 Fax: 410 7 - 97/- ,7/4 E-mail: a4fALy A Q G1. Property Owner Information S'o W Name iT. o r rc N e1 0 LA k Phone: Y8 7- YU5_ Street: too 1 C-YOV e viod A V e- Resident of property? City, State Zip: _Scw,km 7 7 1 ( Contractor Information Name W-Acir 4 Phone: V07-34 Street: P ©,ink 1oD % 2,4 Fax: 110 i -9i/ - 3 i l L City, State Zip: j o State License No.: e8e 03 7'F2 7 Architect/ Engineer Information Name: % 1Je• Kr {- Phone: Y,2/- 3S4- 5_9'/Q Street: City, St, Zip: Bonding Company: Address: Building Permit 5( Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Y/i) q Construction Type: jqleeNo. of Stories: No. of Dwelling Units: Flood Zone: Electrical A New Service -No. of AMPS: 200 Mechanical .( Duct layout required for new systems) Plumbing E3 i New Construction - No. of Fixtures: Fire Sprinkler/Alarm I] No. of heads: 0 1$ 5S 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. 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. Signature of Owner/Agent Date tgna ire of Contractor/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: 0 1•- 0 UTILITIES: ENGINEERING: COMMENTS: Print Contractor/Agent' Name cat 13 Signature of Notary -State of Florida Date 31VIS "11Z OS0aao Ny • v t L66 ppI • ,— ZC> Contractor/ACwt ir, - O'Persona Iown to Me or Produced > D d 1111111111t BUILD ING: 1 Rev 11.08 CITY OF SANFORD•P£R1%flT APPLICATION Permit # p Date: 1 -' " f 3 Job Address: b ` fir' b O u e w oe k Ave. S QAI-"r F l 3 Z 773 Description of Work: F) s Qee tw- A X X i • o w Historic District: Zoning: Value of Work: $.;? I Sd- 00 Permit Type: Building —)(,- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change ofService Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEAfA form required for other than X) Parcel #: 10 Ike —31j SO5— 0-006) — 0 3 7 (Attach Proof of Ownership & Legal Description) Owners Name & Address: Ge y AWAeG tl r O / Go 1, 6AV0 sz ArJ S.1A Y O . GL u %7_ 3 Phone•. Ale 7 T Contractor Nlame & Address: W e.6 b it Hf -S . . . Z. P- 0 . Q e bC 1,2 1 2 43 d V. r dL 0 JE 1 317 L 2. State License Number: C Q La 03 79 9 7 Pbone& Fa:: ye?- 971 — A 2 /L FAQ bContactPerson: WGaPhone: ayoz- S93.2 Bonding Company: -- Address: Mortgage Lender: ^ Address: u Architect/Engineer: S% &- ai- Phone: 3Z 3Sg 7 tom Address: Fa:: 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. 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 pe its tired from other governmental entities such as water mane ement districts, state agencies, or federal agencies. Acce lance of it is fi the owner of t6f perry of the r uireme f FI irn Law, FS 713. yqn G-11i j/ , j / Sign rof / A t / Date SignVk of ConGactor/Agent Date lsw.•Y C. T :L of Notary - Statea -/e!- / a -- Date 7Own / Agent is Personally Known to Me or r2ced ID Rt>tLt FI vi rt? -sL% C . APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: aw JAME TAUEY 1lol Y Pdit - 6I011 of Florlft Mr Came. ENO= Od 15, 2018 C01111 l 81M # EE 843837 Zoning: Print Contractor/ Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) THIS INST UME T P EPARED BY: MARYANNE MORSEL CLERK OF CIRCUIT CUURT Name: SEMIMXE COUNTY Address: BK 67928 Pq 1251 I (1pg ) CLERK'S # 2013000301 NOTICE OF COMMENCEMENT RECORDED 01/02/2013 10122155 AM RECORDIND FFFS 10.00 State of Florida RECORDED BY J Erbenroth (all ) County of Seminole2 1 Permit Number: '7 . J — - 56n -3 Parcel ID Number: ~ rJ SO D O 3 70 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 descriptiog of the property and street address if av ilable f 1oT,S/ 12c EL/IEH/ VI!( t9 E /.ST'R.D Ef I 97—PllAe1 1 6c GENERAL DESCRIPTION OF IMPM-41'Ap T: F/. 8. c-- OWNER INFORMATION' / Name: C CT L GI E Address: apoewoo;:j NFop-7) F Fee Simple Title Holder (if other than owner) Name: Address: 6 Name:_ Address: 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 p,owPlesof perju , I are that I have read the foregoing and that the facts stated In It are true to theAfeA of my k d belief. GAY <!/; Owner' s Signpure Owner's Printed Name Flonda Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign inhis or her steed.' State of 1 0 Vf C County of \S 111 t 1'7 O (0 The foregoing instrument was acknowledged before me this iLMl day of r-- CC O' r 20 ) — by MUIO 40 ° L -.- Chi )'LI kle -ILC/761 h'7 . Who is personally known to me Name of person m 'ng slat-arnee ORwho has produced identification E type of identification produced: LOP. JAME VALLEY my Comm. E os$ Oct 15, 201d Cemmistilon 0 EE $43837 CERTIFIED COPY MARYANNE MORSE Notary Signature OF CIRCUIT COURT COUNTY, FLORIDA 0,13, JAN 0 2Z'3 SCPA Parcel View: 10-20-30-505-0000-0340 Page 1 of 2 i t Urrvta .aV+oo.N. CAA Parcel: 10-20-30-SOS-0000-0340 PROPERTY Owner: KETCHAM GARY C a MARGARET M APPRAISER SEMW40LEcok* r`. FLOAwr. Property Address: 601 GROVEWOOO AVE SANFORD, FL 32773 Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Parcel: 10.20.30-SOS-0000.0340 Value Summary Property Address: 601 GROVEWOOD AVE Owner. KETCHAM GARY C iL MARGARET M Mailing: 601 GROVEWOOD AVE SANFORD,FL32773.7443 Subdivision Name: GROVEVIEW VILLAGE 1ST ADD REPLAT Tax District: SI-SANFORD Exemptions: 00•HOMESTEAD (1994) DOR Use Code: 01 -SINGLE FAMILY 2013 Working 2012 Certified Values Values Valuation Cost/Market Cost/MarketMethod Number 1Buildings1 Depreciated 67,956 568.342BldgValue Depreciated 12,733 52,733EXFTValue Land Value 12,000 112,000Market) Land Value Ag lust/Market Value 82,689 83,075 yPortability Save Our Homes SO SOAdj Amendment 1 Add Assessed V luel 582,689 183,075 Tax Amount without SOH: V= 2012 Tax Bill Amount Z; R / I Tax Estimator C i r ® I Save Our Homes Savings* Map Aerial Both Footprint t 6ctents Center I • Does NOT INCLUDE Non Ad Valorem Larger Map Dual Map View - Extemal AssessmentsL—••-- 5842 S842 SO Legal Description LEG LOT 34 GROVEVIEW VILLAGE 1ST ADD REPLAT PB 26 PGS 4 TO 6 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 582.689 SS0,000 $32.689 Schools 582,689 525,000 $57,689 City Sanford 582,689 SS0,000 532,689 SJWM(Samt Johns Water Management) 582,689 550,000 532,689 County Bonds 582,689 SS0,000 532,689 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 06/198: Q1561 1071 $67.400 Improved Yes Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Unit Price Land Value LOT 0 0 1 000 12,000 00 S 12,000 I. Building Information Description Year Built Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE FAMILY 1984 8 678.00 1.975 00 1.378 00 CONC BLOCK 567,956 $77,223 I http://www.scpafl.org/ParcelDetails.aspx?PID=10-20-30-505-0000-0340 1/2/2013 SCPA Parcel View: 10-20-30-505-0000-0340 Page 2 of 2 FINISHED UPPER STORY 70 FINISHED Permit # Type Agency Amount CO Date Permit 02549 Addition - Residential Sanford S3,606 05/10) 00797 Addition - Residential Sanford S2,610 01/01) 00409 Addition -Residential Sanford S2,168 12/01 Description Year Bit Units Value Cost ALUM GLASS PORCH 1987 200 S1,120 S; WOOD PORCH 1987 160 S384 WOOD DECK 1987 240 S480 S WOOD UTILITY BLDG 1987 200 S480 S WOOD UTILITY BLDG 1987 112 S269 Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search http://www.scpafl.org/ParcelDetails.aspx?PID=10-20-30-505-0000-0340 1 /2/2013 Michael G. Weber Lic; # CBC037997 Cell 407-832-9407 Robert Matherly Jr. Lic. # CBC057562 Cell 407-832-9406 PO Box 621243, Oviedo, FL 32762 • Phone 407-365-1799 • Fax 407-971-3716 Proposal -Contract Gary & Margie Ketcham 601 Grovewood Ave. Sanford, Fl. 32773 407-435-3154 12/12/12 This proposal is for material and labor for an addition to the rear of the house, 16'8" X 25'4" outside dimensions. The total price is based on sketches and conversation. Final pricing will be done after engineered drawings and roof design is finalized and signed off on by the owner. This includes the following. 1.Plans and permits 2.All demolition and removal of the existing structure will be by the owner 3.Set up dig and pour necessary footings 4.Lay block stem walls up to ;t6e existing floor level S.Backfill -and-compact the stem -walls -(No -fill -dirt -figured) — ------ - -- 6. 4" concrete slab poured vel- 7. Block walls up to 9'4" above the floor 8. Set manufactured trusses decking and shingle to match the existing house Includes re -shingling the front side of the single story roof) 9. Aluminum over hangs to match the existing 10. Electrical as follows 11-recepticals, 3-GFI receptacles 1-on a switch, on the outside, install 2-fan light combos, and 2-exterrior lights with switching at owners specified locations, wire for future porch fans 2-boxes 11. Tie in 2- AC vents to the existing system (if owner's AC company handles this credit of $600.00) 12. Insulate the walls with R-5 and the ceiling with R-30 insulation 13. Dry wall the inside including wrapping the door and window openings walls and ceiling will have a knock down texture 14. Remove the kitchen window, install 2- new windows supplied by the owner 15. Remove and reinstall the French doors in the new wall 16. Frame 1 new step in to new room from the house 17. Clean up and remove all debris Material and Labor for this portion $31.458.00 We hereby propose to furnish labor and materials complete in accordance with the above specifications; For the sum of:$31,458.00 with payment to be made in draws 10% upon starting, 20% after the slab is poured, 20%after the walls are up, 20% after the roof is on, 20% after the drywall and the final 10% upon completion. All materials and labor guaranteed for one year from completion date. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above specifications may involve extra charges over and above the estimate. All agreements are contingent upon strikes, accidents or delays beyond our control. This proposal is subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Contractors Signature Michael G Weber ACCEPTANCE OF PROPOSAL The above process, specifications and co the work specified. Payment wifl be in Customer's Signatures: u- Customer's Signatures: Mons are he eby ed. Said contractor is authorized to d as ou e o 'gn and return one copy Date: /oZ Date: i3 i Dec 10,1211:33a FORMSPERM FLORIDA BUILDING CODE, ENERGY CONSERVATION FORM 402- 010 Reoldantld Building Thermal Envelops Approach an a p.1 3 - a 3 ALL CLINAII? MM915 Ir a1Td =19ple-famlt r eeldences 1 M r hwfihn av feime in Inn huaA nera a4 PROJECT NAME: AND ADDRESS: r e g BUILDER: + - % I PERNt1TNQ Fc, OFP1C& OWNER: PERaasT No.: JURIBDICTI NOs General Inntrucllene t. rle r conatrlxdlon alien incorporates aw•y Of the tapowlnGg teaiures cannot corTtply Tlsbtp this method: bass arsffi InhandlersSa ofZO DeOeMheatandairlocatedInattics. Addltloos 5 R. 600 sq., renolallons and etiRpmed ohanpeouis may comply try Uda melbod rrlth 2 RII in all the zoll able s)acea of the'To Be Instal.ed' column on Treble 40MY*h the Worreatlon recuesfed. A0 `1b Be Irslalfed'valuesrequiredlevels. 3. Complete patio 1 brod on Ibe "To go Installed' column Information. 4. Feed The requirements of Table 402D and check each box to Indieats your Intent tocomply with all applicable Items. 5. Read, sign and date lhe'Repared By' ceryficallon statement st the boaom of palls 1. The oww or owrets agent must also sIgnarddat eondlBorled Boor area, etecirk reSlatllT`CB Bona given. N bs equal to or moreftient than the ithe tbrm. PIsee Print CK 1. New construction, addition, or existing building 1,1 o 2. Singledemlly detached or multipledamny atMclwd 2. 3. If mull1ple-femlly4ft of unite covered by this submission 3, 4. to this a worst case? (yes/no) 4, r 5. Conditioned floor arse (sq. ft) g• B. Glass typo and area: A. U-factor as. b. SH(;C Sib C. Class ors So. sq. K 7. Percentage, of glass to floor area 7. A e. Flow type, area or perfn dw, and Insulation: a SWc-on-grade (Rrwlue) 8a. R D '-• b. Wbod, raised (R-value) 8b. Re sq.fL c. Wood, common (R-value) So. R e e% tL d. Concrete. raised (R-vahm) 6d. Ro sq-iL e. Coo- ' emomma(It value) Be. Re: sq-H. 9. Wall type, area and Insulation: a Exterior.. 1. Masonry (Insulation R-va)w) 2. Wood frame (bsWatioo R-value) Sa 2. R e sq. ft. b. Adjacent I. Masonry(Insulation R-value) 9b-1. R osq. R. Teq• BIrood e ansulotion Revalue) W2. R, R 10. Calling type, area and Insulation: a. Under antic (latulat)oo R-Taloc) lost. R.aO q.IL b. Single assembly 011MA doe R-value) lob. R • aq• 1ti 11. Air distribution system: Duet Inetdatl0n, location, On a. Duct location, insulad Ila. R - b. AHU location i lib. c. Qn, That report allsChed to 0,03. yesJuo) 110.T8et report Yee o 12. Cooling oyes : 128. Type: a . type a. 12b. SEERIEER• P.peiencyI& Heeling System: 19a. Type: LT* b. Efficiency14. 13h HSPF PE: VAC sizing calculation: attached PO 14.17- 15. Hot water system: 158. e- e 15b. EF: b, Bmcltatcy i hsrobycam Ind the end epadtl:sfloru coroa0 Sy do edcdanon waIn oomple cewM en FIeft 6aR,rCodt. spaeasaoveredb this s Piston 1xkw9canleftft m b lafordIaaeesordannsvtlh aeellon 5532e0. f.6. PRSPAREDily DATE: tell L_ RODE OFRCI t terrpymrtly tr.t to cs norowlae AaFJfI: n DA CA 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION Dec 1)1211:34a 1 p.2 FORMS TABLE 402A r 81=1"QCOMPONENT NAndows (tee Not& 2k U-F•CtW <096 BHOC . U0 U-FWSHGtlFls=tDre 0f CFA <.20% %o( CFA- ILrSJ-w Ids No repWnntrtle R-VhW. . wipe - DQ. end AB. (Ne t4Dte 8$ Rome PI-13 Revalue. seeNoraS) iManIrttslorofwalkFN aA -Value. Ce@M tps e Ncles O6 4) R- Velve. R- W 0. 25A - value . Reflectance Test Attar" d" 7yIPAND AVdistillation syalem a@e NOW 4) Ducbeort A 0lurrdliny unitLooeuon Vrcondfloned+psesNocallowedTrotreport Condtlened spew AQaahadt Duct R- v*wRwaNa t e fa, value . Yea 44o AirPottage On On s OW Ono Ali P s Now SEEP - 1 0 BEER - Daft eye — How pump ( NsNote 6) Gmhw SEER .13.0 SEER - Hado 0: FBPP .7.7 efePp . Gas lsre= AFVB Te% AFUB - Of runless AN5 78% . AF11E . Electric resbtarroK Hat albweo (see Now 8) MOM pee / b40 sk Gas trod ( Ne Note7$ Olher (dbwftex 40 got EF - 0 Q 30 get EF.QaO 40 gat EF 0M So get: Ep o om IEF- oafons e EF. Ge1On@ - 1) Each componadpresemintheAsPropoaedhomsmuetmestoraaoaedeach otOreappfoableperformancecriteria lnord wto amply withftcodeuatngthismethod, a t rMseSedlon 405 comolence muel be used. 2)W ndovuanddocrequaWngasgland fenestration areas mustcomplyw)thboththemaldmumU-Fectorandthe mwdmu SHGC(solerhlestONnCoeR)dertt)odtede and have a m0 durum tote) window was equal toor We than 20% of the condf)oned flow area (CFA); otherwise Seotio 1405must be used for Compliance. Exception: Addltfona of SW squere fast ( 58 rn) or lose may have a maximum glass tD CFA of So percent 3) R-vdues are for Insulation material only as applied In acoordenoewM manulacturere' Installatlon InatruCticna. For masaw ills. the 9ntedwcf war requlrementmust be met except 0 at Isaat 60% of the R-0Insulation required for the `eat dw of war b btstaled eatertor o1, or Integral to, tha well. 4) Ducts d AMU Installed aabstantiafy leak free per Section 400,2.2.1. Test by Clare 1 SEAS rater required. Exception: Ducts Installed ortlo an wdsdng air dleblbution system as pert of an addition or renovellon; duct must be R-6 tnssraBed per Sec. 502.7.2. 6) For all conventional units with capsDdles greater Oren 30,000 Btuthr. For othertypee ol equipment, see Taw" S03.2 4 Exception: The prohlbltlon on electric resistance hest does not apply to addttlons, renovellone and new heating 9yaterrm Installed In Walling bulkgnga. 0) For other electric storage volumes, minimum EF - 0.e7-(O.o0132 x volume). 7) For other natural gas storage, volumes, minimum EF a 0.87-M.0018 x vohtme). TANA4029 MANDATORY REOUMEMI NTS RECUMEAGEM CHECK Alt bd wp 40M To be cst*e4 paskebd, wealh@rstrbped or otherwise sealed. Recessed "l0l 1C-rste 253. Wlnttotse erd IM 0.3cWsgATestingorAweltups=rton re,***& F hap as mestirtg ASW E gaslar@ddoors a outdoor oombu@tlen air. CoWngsAasowatte 4 552. 1 R-tespecepermIntrg. Progmm mmo awrmatat 40e,t.t Where forced4t7lumno is 71rtme aptsm.'Pogrammable thamastaa Is rotpsed. Air mrldbttl:m eyailm 4W2 Ducb Inattics oron roots Irautated to R4h other duob Re. Duch Waled to Q • MOB by Mae 1 BERS rase. Nast trap = for 115*el pipe Avers. Comply akin efidenda In Tobts 403.4.3.2. P wAch or dearly We" heatersOF 40S.4 meritedof bmWw (oteoeldorshutall (pa). Circulating system ptpes btaubted t0 e accessible annual nu Spas and healed pooh muot anus1gpWrNard=I owes or a Ilwd covtvy=d*mQ-r roman to rack=@ haltSwimming pool 6 spas 403.0 bs ermapt a 70% or how Mom sbaAoovore0 energy. Oroamer @MW rewired.as n "ftmum Memml 7ft after K GM Neal he mInIm SMV oWaftilm performed a attached Mir kritan eArdencl s per Tablel tsmateney waAaroaon Codk9tealbtgegdp nl4W.e uU*d. apadsl 000aston at headre eapmottr requires separatesb capeclpr systan. dk >t01ANbed taeat reels •404, t At least 60% of oaamrtendy Installed Ighfng 10m0es shall be II10*efllow 201MORIDA BURDINQ CODE — ENER Y CONSERVATION C.S. CITY OF SANFORD BUILDING & FIRE PREVENTION MAR 2013 PERMIT APPLICATION Application No: Documented Construction Value: S fCJ Job Address:i o Groves 14je'l kV Historic District: Yes No 9___ Parcel ID: Description of Work: Zoning: Plan Review Contact Person: Title: / Phone: 1-67-36 > -ZZ' Fax: _yo —7 ?= E-maiL•.,z14-flli,cj. Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : p Contractor Information Name %G{e v f S ;,•c Phone: 5/07-3Cr—(2 Z 2 Street: oy /`SI Fax: (467 —3r S 3i3 City, State Zip: O da re. 317& 5_ State License No.: C O Co 5S 4,7 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit O Square Footage: _ Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical O New Service No. of AMPS: Mechanical 0-(Duct layout required for new systems) No. of Stories: Plumbing O New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 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 pen -nit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Signjatture ofContractor/Agent 1 to ZZ Print ontractor/Agent's Name 1 Signature of Notary -State of Florida Date 1S••• 8j r 9N i oi •:6d Contractor/n't isoA ersof aly Known to Me or Produced I9 a z .Type of -P ING: Rev 11.08 MATTHEW ROBERTS It INCORPORATED Air Conditioning • Heating • Refrigeration Sales • Service • Installation P.O. Box 1659.Oviedo, FL 32762-1659 TEL# 407-365-12221 FAX# 407-365-3135 Date: March 7, 2013 To: Weber & SDW PO Box 621243 Oviedo, FL 32762 Job: 601 Grovewood Avenue Sanford, FL 32773 This proposal is for adding 2 Supply Runs. Signature:— Phone: 407-365-1799 Total job cost: $600.00 Date: 3 3- — 3 LEGAL DESCRIPTION Lot 34, REPLAT OF GROVEVIEW VILLAGE FIRST ADDITION, as perplat thereof as recorded In Plat Book 26, pages 4, 5, 6, Public Records of Seminole County, Florida GROVEWOOD AVE. GENERAL NOTES: IY I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE ORDERING MATERIAL A 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL 0ANDSHALLBECONSTRUCTEDTOAPPLYTOANYSIMILARSITUATIONSELSEWHERE ON THE PROJECT. Z 3. SOIL BORING HAS NOT BEEN MADE. FOOTINGS HAVE BEEN DESIGNED FOR ALLOWABLE SOIL Q BEARING PRESSURE OF 2.000 PSF. ANY LESSER SOIL BEARING VALUE SHALL BE THE RESPONSIBILITY OF THE OWNER. 4. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF 2.500 PSI AT 28 DAYS. BEAMS AND COLUMNS: 3.000 PSI. 5. ALL STRUCTURAL STEEL SHALL MEET REOUIREMENTS OF A.S.T.M. A-36. ALL BOLTS SHALL MEET REQUIREMENTS OF A.S.T.M. A325, 6. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN ACCORDANCE WITH A.W.S. CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.. LATEST EDITION. USE E-70XX ELECTRODES FOR ALL WELDING. 7. METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANISED IN ACCORDANCE WITH A.S.T.M. 153. CLASS B-52. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH A.S.T.M. A641. CLASS 1. 8. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A615 GRADE. NEW CODE MINIMUM GRADE 40. 9. ALL FRAMING SHALL BE FABRICATED AND INSTALLED AS PER A.I.T.C.. T.P.I. AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 10. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS OF AT LEAST 1.200 PSI. IT. ALL WOOD MEMBERS EXPOSED TO WEATHER AND CONCRETE SHALL BE PRESSURE TREATED. 12.STUDS SHALL BE STRESS GRADED STANDARD AMERICAN LUMBER SPECIES. FD - 625 PSI. Fe - 400 PSI MINIMUM. E - 1.000,000 PSI WITH 19 X MIN. /2 SPRUCE. 13. FILL TO BE PLACED IN 12' LIFTS. COMPACTED WITH MECHANICAL COMPACTOR. 14. FLORIDA REGISTERED STRUCTURAL ENGINEER. TRUSS DIAGRAMS TO BE FURNISHED BY MANUFACTURER: SIGNED AND SEALED BY 15. ALL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL FLORIDA BUILDING CODES AND ORDINANCES FOR WIND SPEED 108 Va9d do 139 Vu1t AND COMPIES WITH SECTION 301.1 WIND LOADING CRITERIA IS GOVERNED BY ASCE 7-2002 16. DO NOT SCALE DRAWINGS. 17. ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS CONFORMING TO A.S.T.M. C-90. GRADE N-1 WITH Im - 1.900 PSI (MINIMUM) LAID IN RUNNING BOND WITH M OR S TYPE MORTOR IN ACCORDANCE WITH A.S.T.M. C270. I& WHERE SHOWN. CORES OF BLOCK MASONRY SHALL BE FILLED WITH GROUT (OR PEA GRAVEL CONCRETE) WITH MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI AT 28 DAYS. GROUT SLUMP - 8' TO 11'. 19. SPREAD FOOTING SHALL BEAR ON SOIL COMPACTED TO A DENSITY OF AT LEAST 98X OF STANDARD PROCTOR MAXIMUM DENSITY (AASHO T99). THE SOIL SHALL BE COMPACTED TO THIS DENSITY TO A DEPTH OF AT LEAST THREE FEET BELOW THE BOTTOM OF THE FOOTINGS. 20. FILL UNDER FLOOR SLABS SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF STANDARD PROCTOR MAXIMUM DENSITY (AASHO T99). 21. GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL. MECHANICAL.AND ELECTRICAL DRAWINGS FOR OPENING REEVES. ANCHORS. HANGERS, SLAB DEPRESSIONS. PITCH. AND ANY OTHER ITEMS RELATED TO CONCRETE WORK. AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR PROPER LOCATION BEFORE POURING CONCRETE. 22. ALL SLABS ON GRADE SHALL BE 4' THICK W/ FIBER MESH CONCRETE. NEW CONSTRUCTION CONTENTS C.1 SITE PLAN A.1 PROPOSED FLOOR, ELECTRICAL, MECHANICAL PLAN A.2 REAR ELEVATION A.3 LEFT & RIGHT ELEVATION S.1 FOUNDATION S.2 TRUSS LAYOUT S.3 LINTEL NOTES D.1 DETAILS D.2 DETAILS D.3 DETAILS D.4 DETAILS AREA: 383 SO. FT. PLAN` fi,.40gu1Lp1#p •atF,S CITY pf ESiT PLA q.1 1G A. p pEVtiLpPi OASE. Michael A. Baker, Sr. Reg.Archltect #AR0011782 321-356-5840 Z Q J LLJ H 0) Q 0 0 Q 0 L7 3 o.) Q 0 U t_7 LLJ O Y ,D 11/15/12 I"= 200E On RAWN BY: MATHERLY HEFT C11 REMOVE EXISTING WIND W AND FRENCH QDOORDRYWALL PENINGS TO FINISH INT EXISTING HOUSE NEW ADDITI I u uAUCT) MECHANICAL -TWO F_ Q VENTS WITH 8" O u _ DUCT) ONE ST&l OWN DUC TO CONNECT w L.L. wTOEXISTING SUPPLY cu 0) Q i o FLOOR PLAN, ELECTRICAL & ' MECHANICAL PLAN . _ — ' I 0D z o SCALE: 1/4' = 1'-0" ` L jn NEW ROOM ADDITI N U Wo Y AREA: 383 SQ,FT, NOTE ELECTRICAL TO CODE LIGHT ONLY FAN HOT WEATHER PROOF GFI 110 V.DUPLEX OUTLETS Q WALL MOUNTED AND FLOOD LIGHT D I D ~ N 01 1f1 w _ v O x Q MWM w h+y 3'-8" 9'-4" 3'-4" 5' 4' cU W 10 0D " Z - 11/15/1 CD 0 25'-4" SQVLE 4"=1'-0' w MA" BY L # ATHERL SHMT 25'-4-" X 20' CONCRETE _c +, o PATI DECK ai a) 00 A,1 NTS QsLo Go d < \` 1 S 61 `n U w t1.1 STRUCTURAL NOTES: IMPORTANCE/USE FACTOR #1, WIND EXPOSURE B BUILDING CATEGORY II, S IL BRG OF 1,800 PSF BLDG HGT LESS THEN 60 FT, INTERNAL PRESSURE COEF. .18 ROOF DEAD LOAD = 10 PSF, ROOF LIVE LOAD = 20 PSF, NO SHEAR WALLS, MAX. PRESSURE FOR COMPONENTS AND CLADDING 25.9 PSF & 7-34.7 PSF THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS FOR THE 2010 BUILDING CODE (RESIDENTIAL) FOR BASIC WIND SPEED 108 Vasd & 139 Vult. REAR ELEVATION SCALE: 1/4' = 1'-0" NOTE: OCCUPANCY: R-3 (ACCESSORY STRUCTURE) CONSTRUCTION TYPE: VB ROOF LOADS: 20 LBS. PER SQUARE FOOT WIND DESIGN ASCE 7-05 BASIC WIND SPEED: 108 Vasd & 139 Vult IMPORTANCE FAC TR: L77 WIND EXPOSURE: 'B' ENCLOSURE CLASSIFICATION: CLOSED SRUCTURE INTERNAL PRESSURE COEFFICIENT: +/- .18 COMPONENT AND CLADDING PRESSURES: +25.9 / -34.7 PS MEAN ROOF HEIGHT: LESS THEN 15.0' ALL WOOD SHALL BE #2 SYP OR BETTER PRESSRURE TREATED IN ACCORDANCE WITH AWPA STANDARDS. 9'-4" BRNG. 6' =8" HD.HGT. 7" FIN,FLR, OTO" GRADE Michael A. Baker, Sr. Reg,Architect #AR0011782 321-356-5840 z 0 Q w J W Q z ry e Q e 0 3. n, Q e U F L,J o Y I'D 111/15/12 1 4"=1'-0 ATHERL RIGHT ELEVATION SCALE: 1/4' = 1'-0" 12 41 9'-4" BEA 0'-7" EINF 0'-0"' GRADE l'-4" 55.00 55.00 LEFT ELEVATION SCALE: 1/4' = l'-0" NOTE STRUCK BLOCK TO MATCH EXISTING NEW CONSTRUCTI N INTERIOR WALLS AND CEILING DRYWALL WITH KNOCK DOWN Michael A. Baker, Sr. Reg.Architect #AR0011782 321-356-5840 z 0 Q W J W z Q o Q o lD 3 n, Q oL u0 W o Y 'D 11/15/12 mzm— l/4u=l'-0 VN 31 HATHERL A,3 EXISTING HOUSE AREA; 383 SQ,FT, SEE S,3 FOR LINTEL SCHEDULE SPREAD DETAILS FOUNDATION SCALE: 1/4" = 1'-0" FOOTING 1 D,3 0 m 1N 1) #S REBAR TYPICAL INTO EXISTING SLAB @24" Of, DRILL & EPDXY TINE- BOCK WALL I I I I I I I I I I I I I 8'X12"X 1/2" STEP I I I I DENOTES #5 DOWELS A ALL FILLED CELLS I I I I I I I I I I I I I I I I I I I I I I I L9 L 25'-4" l IlooI I I I I I I I I I I I I 4" THICK CONCRETE PATIO DECK WITH 8" THICKENED EDGE WITH REBAR SEE DETAIL. I I I I IL---------------------------------------------------------------- I I J 0 1r.1 00 0 o L¢ 0# y cD d uqq- pq n, o0 LO asi u 0, L dQM U A ,u M: Q M z 0 F- Q A Z 0 LL- N 00 O ? F- tA t M M p Q 11/15/12 4"=1'-0 VN By ATHERL SHEET S,1 EXISTING HOUSE NOTE: SEE ENGINEERED TRUSS DRAWINGS FOR DETAILS, TRUSS COMPANY TO VERIFY 4/12 PITCH, TRUSS MFG, SHALL BE RESP NSIBLE FOR FIELD VERIFING OF DIMENSI NS. ARCHITECT NOR OWNER SHALL BE RESP NSIBLE FOR TRUSSES THAT D NOT FIT, OVERHANG TO MATCH EXISTORHOMEOWNERSREQUEST I \ I I I I I I N' I I --------------- \ I I I I I I I I I i I I I i co Oi - - -- -- -- -- -I- -- -- -- -- - - D i 4 ( I I I I- -- -- -- -- -- I I I I I 25' 4" MANUFACTURED TRUSSES — GABLE END TRUSS LAYOUT SCALE: 1/4' = 1'-0" Michael A. Baker, Sr. Reg,Architect #AR0011782 321-356-5840 N Q Qy o Q o L3 3 n, Q O U L7 F- .--, W O Y 10 u N a t-tAAAM ri DATr N X I w w 3 11/15/12 on 4"=1'-0 VN BY IATHERL BEET S2 GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels ore manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebor to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cost-in-ploce concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8 nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebor. 5. Additional lateral load capacity can be obtained by the designer by providing addionol reinforced masonry above the precast lintel. 6. One #7 rebor may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-oway from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF y5 REBAR AT IBOTTOM OF LINTEL CAVITY 8F16-1 B/1 T LQUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP NOMINAL WIDTH MATERIALS MNEB6) RAT TOP PJ1- 1/2' CLEAR t O ZBOTTOM R to 5/ 8-ACTU ` PROVIDED EN LIINTELG 8' NOMINAL WIDTH (VARIES) 1. f cprecast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebor provided in precast lintel per ASTM A615 GR60. Field rebor per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. C. M.U. GROUT I b5 REBAR AT BOTTOM OF LINTEL CAVITY SAFE LOAD TABLES FOR FECP CORP. CAST CRETE DIV. ) HIGH STRENGTH PRE CAST AND PRE STRESSED U LINTELS 8' PRECAST Q PRESTRESSED U-LINTELS MARK DESCRIPTION GRAVITY UPLIFT LATERAL Trx RSU6 are 99 z- RS-11 0n2-, ite-/, 17 1-, 2W1 9rs-, e eil2-1 1 4--t s-1 32-, are-n 12- IS-n 2 2 2 L- 1 2'-10'(34') BUS 2302 31e0 4473 752e 9004 W72 11936 2727 2879 41M S332 6%9 7011 t055 2021 310044737S2sIOW1Wn11930272727043981190840778M88372021L- 2 3'-6• (42•) BUS 313e 3377 SODI 7315 8530 9947 ne5 2200 32e0 4237 5719 8204 T92 1257 23023109N73752990041Wn1193021652213310341235091e0e170341257L- 3 4'-0• (481 SUB 2029 2325 2490 4438 5410 63" 73M 1"$ 1989 2832 3080 1532 53e7 9245 93B 938 26" Mri 7S2e 90W Wn 11930 1878 1925 2750 3503 4422 5264 t110 L- 4 4'-6• (54•) SUB 1651 1787 1913 26.7373403 4149 4090 5644 1000 17e2 2W7 3257 4010 4767 55= 727 727 21704W003e752090W1Wn9a0e1"0 1705 2435 3171 3913 4658 5400 L- 5 5'-4• (84•) SUB 1184 1223 1]01 1809 2317 282e 3338 Sew 1393• 1404 2110 2741 3375 4010 400 505 505 tes520e95W76091115400e424745013931437120901207032p130204549L- 6 S'-10•(70•) 8U8 972 tOW 10501474 IBM 2304 2-M 31L71272• 1337 19M 25M 3054 3"S 4247 418 1459 24644144S43844371528012212n1315IeM2M130103Se34157L-7 6'- 6• (78•) BUS 937 1255 2101 3293 2746 337e 3971 45855 11416 1200 1733 2250 2759 3290 3s12 707 1255 2101 3398SM7,s4 S99S 100 1141 82 IOe4 2192 2703 3ne 3732 L-8 Y- 6• (90•)8F8-OB/1T 767 1029 1075 2355 1904 2439 2ese 3331 95" 912 1475 1914 2354 2797 3240 591 1029 1e73 2e103839SS96NU50479W102914S81907235127973245L-9 9'-4'( 112•) BFB-09/17 573 632 1049 1469 1210 1402 1754 2027 801• 612 980 1269 1310 1052 nM 454 798 1212 1810 2544346940M3127S01755119215M191022712s34L-10 10'-6'( 126') SUB 4e2 002 1 1125 915 1 1122 1320 I= 716• 498 793 1027 1281 1498 1731 396 456 AN 1025 151420M27743130240471801110391309171120342358L-11 11'-4' ( 136•) SUB MS 5" 933 13a3 23-" 1753 2075 0SS• 439 698 899 1104 1309 1515 363 S98 9" 135 104244131554044S1954SS11' 905 129515051s902190L-12 12'-0'( 144-) BUS 414 545 111114 1254 1809 2074 1570 UPS 4107• 400 631 me 1001 ties Un 340 M e114 1254 101022112e323390a314088t812091514171192080L-13 13'-4•( 160•) SUS 362 427 726 1028 1331 Mn1224 1418 500' 340 532 on 641 997 1153 302 40 7w 107e 1430I= 2343 2920 573 400 082 1004 1387 1037 1897 L-14 14'-0•( 168•) SUB 338 381 S4D 9/9 1190 1w2 1007 1260 458• 318 03 778 922 1003 288 433 70D 1003 1333171421532458548378M125415S71818L-15 14'-a•( 178') SUB N.R. Not 1R NR NR NR NR NR 243 1 295 459 S9, 724 MA 90 N.R. 4e5 M U7D IWS2e103151J324335215014911712L15'-4'(1a488- OB/1T Not I AIR22s ne 4]0 SSl 925 N.R. 120 5 15 0a 8329542791197eL-17 17-4'(20a') 8FB-a8/1T NR. R NR NR 0 23e Set 464 307 00 N.R.310 0 950 140 1900220026W67421S' PRECAST W/ 2' RECESS DOOR U-UNTELS MARK DESCRIPTION GRAVITY UPLIFT LATERAL TYPE LENGTH ows-w eVI- 1IMW- 1 OM-11 1 1 eRre e e-le t1910- ann -1 091e-1 1 1 1 we.2r a e9W D-1 4'-4- (52-) BUS 1409 1591 3053 2982 3954 4929 5904 eee0 12" 1573 2413 49e7 Sa25 q2 1827 7412 w82 eon 7W7wteItx,M 12M U19 I379 5e9e D-2 4'-6• (54-) SUB 1357 1449 27e2 2714 3000 407 5375 264 1192 1307 2311 122W5 55" eS3 1702 3412 1902 e1n 7W7MIStue7e119214552240i5453D-3 5'-8• (68•) 8U8 7m 832 1600 1550 2058 250e 3075 3565 924• tin T5 23 SO1 1153 2162 4074 eon 65165e14Se39924113217414230D-4 5'-10• (70 SUB 735 779 U00 1449 1924 240D 2e7e 3352 e9e' 1130 742 35M 4198 w9 03 2491 3e11 an s51054500411S9etoss1690228e289134974108D-S 6'-8' (eo7 SUB s22 907 1677 2933 257e 3223 3572 4522 77e eel 1513 2042 2573 3107 3H2 ew 907 1877 2933 4100 p30bn5707778f50Ilea19e7250930155eJD-6 7'-6• (90-) BUB Ce5 781 Ian 2252 1950 2451 2944 3439 8W e97 1325 1810 2280 2753 3227 no 7e4 1377 I329 3909 Sw2eel. 5132 sea 849 1302 1782 2m 2690 3157 D-7 9'-B' (116') 8U8 3n 42D 0]4 lil 1071 342 1914 10ee S33• 4W BD8 1123 1413 1704 IM sle 535 92e t497 21>9291e35952eM533527loos13e9n020882450RMMVALUEBYISfFOR GRADE w FIELD HOAR BEAM TYPES 41114•111 s. vn 4111e 11 441}4N1 J U) Ld w I- Z O J Z Q) 1 Q W -0 Q O U O Q O D U U bi OY LID 11 / 15/12 S SHOWN MATHERLY SHEV S, 3 Its pill ® ® ® .,.. e... T ...A....+ .... . t.., . t:m .>4M1 .s.tyn .a4wn m 1...m ..W. 1114- 41,11 11 'HIP I will ill Y /F./. 44.Mn 41. y..4Ne .Y-....Y-4411 .1,..IT R./ll .:11 ..-.n+ I.l. 4IF.vn .W .qT .,..1. ...NI TYPE DESIGNATION Michael A. Baker, Sr.- Reg.Architect #AR0011782 321-356- 5840 GENERAL CONSTRUCTION NOTES: 1.) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 RESIDENTIAL FLORIDA BUILDING CODE AND COMPLIES WITH SECTION 301.1 DESIGN CRITERIA. WIND LOADING CRITERIA IS GOVERNED BY ASCE 7-2002. WIND SPEED = 108 Vosd do 139 Vult ENCLOSED BUILDING NO SHEAR WALLS IMPORTANCE USE FACTOR /1 AVERAGE VELOCITY PRESSURE - 22.5 psf EXPOSURE CAT. 'B' THE APPLICABLE INTERNAL PRESSURE COEFFICIENT SHALL BE +/- .18 GUST VELOCITY OF 33.75 PSF GARAGE DOOR PRESSURE= +22.8 -25.8 (WORST CASE) WIND PRESSURES FOR COMPONENTS AND CLADDING FOR WALL ELEMENTS SHALL BE (+) 25.9 & (-) 34.7 PSF (WORST CASE) SOIL BRG OF 1.800 PSF UNLESS NOTED OTHERWISE BLD'G HGT LESS THEN 60 FT ROOF LL = 0<4/12=20 PSF 0>4/12=16 PSF FLOOR LL = 40 PSF DL=15 PSF BALCONY LL = 60 PSF DL= 15 PSF STAIRS LL = BO PSF DL= 15 PSF 2.) CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN PREPARATION. (FOUNDATION PLAN BASED ON 1500 sq. ft. DESIGN LOAD) 3.) CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 4.) CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5.) STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAMS, GLUE LAMS, STEEL I BEAMS, PLATES, POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAMS, BUCKETS AND BRACKETS AND BOLTS, ARE BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6.) ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD FOOTINGS, CONTINUOUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING POINTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7.) ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON A SCREEN ENCLOSURE STRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC.. DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. 8.) EXTERIOR WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET SECTION 1707.4 OF THE FBC AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS CONTAINED HEREIN. 9.) CEILING BOARDS SHALL BE NAILED O 7' O.C. WITH 5d NAILS. WALLS BOARDS SHALL BE NAILED O 8' O.C. WITH 5d NAILES 10.) UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. CONC. CONSTRUCTION NOTES 1.) STRUCT. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL CONTAIN A MIN. COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 P.S.I. UNLESS NOTED OTHERWISE. 2.) USE 4' 2500 P.S.I. CONC. SLAB w/ 6x6 110/10 WELDED WIRE FABRIC OVER 6 MIL. POLYETHEUNE VAPOR BARRIER OR FIBERMESH CONC. OVER TERMITE TREATED 90% PROCTOR COMPACTED CLEAN FILL. 3.) FIBER -MESH REINFORCEMENT - FIBERS SHALL BE 1/2' TO 3/4'. COLLATED POLYPROPYLENE FIBERS, REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOM- MENDATIONS AND WITHIN THE TIME SPECIFIED IN ' ASTM C94 ' TYPE III 4. 13 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER -MESH CONCRETE. 4.) REBAR TO BE 0 5'S GRADE 40, WITH MIN. LAP OF 25'. USE 'L' BARS O CORNERS AND STANDARD HOOKS O CHANGE IN DIRECTION. B.) ANCHOR BOLTS ARE REQUIRED AT ALL INTERIOR do EXTERIOR LOAD BR'G WALLS. B.) ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 6' IN CONCRETE WITH 3' MINIMUM HOOK, UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR SILL PLATES, HAILERS ETC.. SHALL BE INSTALLED WITH PLATE WASHERS 2'x2'xt/8'. OR 2' DIA. x1/8' THICK ROUND WASHERS, BOLTS SHALL BE ASTM A307, WASHERS SHALL BE ASTM A36, HOLES IN WOOD PLATES AND WASHERS SHALL BE 9/16' FOR 1/2' BOLTS. B.) INSTALL ANCHOR BOLTS A MINIMUM OF 21' O.C. . AND WITHIN 12 INCHES FROM THE END OF ANY PLATE, AND WITHIN 6 INCHES EACH SIDE OF PLATE SPLICES. 8.) ANCHOR BOLTS IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED W/ 5/8'x 8' EXPANSION BOLTS OR EPDXY ANCHORS. 11.) EPDXY ANCHOR ALTERNATIVE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ANCHOR S12E CONC, HOLE S12E MIN. HOLE DEPTH w 6' 7) 7' 4 1 • B' 7,6 1 1b, 9' AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A36 4.) MASONRY UNITS SHALL BE HOLLOW OR SOLID CONCRETE UNITE IN ACCORDANCE WfTHASTM C90 OR 145 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. 5.) ALL MASONRY UNITS SHALL BE RUNNING OR STACK BOND. WHEN STACK BOND IS USED, (1) ONE LAYER OF MIN. 9 GAUGE HORIZONTAL 'LADDER' TYPE JOINT REINFORCEING SHALL BE ADDED AT MAX. 16' O.C. VERTICAL SHALL BE PLACED IN BED JOINTS. g,) MASONRY PROTRUSIONS EXTENDING 1/2 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED SHALL BE REMOVED FOR GROUT POURS OVER 5 FEET. 7.) MORTOR SHALL BE EITHER TYPE 'M' OR 'S' IN ACCORDANCE WITH ASTM C270. 8.) SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES, AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. 9.) GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. 10.) WHERE CLEANOUT OPENINGS ARE REQUIRED. AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED. 10.) CLEANOUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING DIMENSION OF 3 INCHES. 10.) CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. WOOD STRUCTURAL NOTES 1.) ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW. DAMAGED WOOD NOT TO BE USED. 2.) ALL STRUCTURAL LUMBER SHALL BE SPF SPRUCE -PINE -FIR g2 OR BETTER UNLESS OTHERWISE NOTED. (PRE ENG. TRUSSES EXCLUDED) 3.) STUDS TO BE LOCATED WITHIN 5' OF ROOF TRUSS LOCATIONS. 4.) END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED O 6' O.C. 5.) PLYWOOD OR OSB. WALL SHEATHING NAIL PATTERN TO BE 10d O 6 O.C. UNLESS OTHERWISE NOTED. 6.) NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. 7.) MAX. 1' HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 8.) DBL. STUDS O EA. END OF SHEAR WALL. 9.) WHEN ANCHORING MULTIPLE WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. 10.) NAIL PATTERN -DOUBLE PLATE 12' O.C. OUTSIDE SPLICE ZONE SEE NOTE 4 ABOVEZOUBLESTUDSO12 O.C. DOUBLE OR TRIPPLE HEADER O 6' O.C. O EDGE O 12' O.C. INTERMEDIATE. HEADER TO STUD O 4' O.C.EA HEADER MEMBER. STUD TO TOP OR BOTTOM PLATE : (2) 16d THRU PLATE OR (2) 16d EA. SIDE TOE -NAILED TO PLATE. 11.) ROOF SHEATHING TO BE MIN. 15L32' PLYWOOD OR 7/16- O.S.B. NAILED PER ROOF NAILING PATTERN DETAIL. 12.) FLOOR SHEATHING TO BE MIN. 23/32' PLYWOOD NAILED O 6' O.C. O EDGE AND 12' O.C. INTERMEDIATE. 13.) ALL FLOOR TRUSSES TO BE END BLOCKED O BEARING LOCATIONS NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY. 14.) ROOF TRUSSES A; PREFABRICATED STRUCTURAL WOOD ROOF TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES, AND ATTIC 100. ALL TRUSSES TO BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURERS REGISTERED FLORIDA STRUCTRUAL ENGINEER. B; AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL SURFACE FROM FLOOR TO CEILING. C; BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION PER TRUSS ENGINEERS SPECIFICATIONS. D: CONTRACTOR TO VERIFY ALL SPANS AND FLOOR TRUSSES PRIOR TO ORDERING. 15.) FLOOR SHEATHING A: FLOOR SHEATHING SHALL BE 3 4 INCHES T&G PLYWOOD OR EXPOSURE 1, C-D SHEATHING GRADE OR BEtrER. B; INSTALL FLOOR SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALL ALTERNATE ROWS. C; INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS. INSTALL NAILS FOR ALL FLOOR NAILING EDGE CONDITIONS. D; FLOOR SHEATHING NAILINS USE 8d NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 8' O.C. IN THE FIELD. E; FOR NAIL GUN USE REPLACE 8d NAILS WITH 10d NAIL GUN NAILS 16.) WALL SHEATHINA; WALL HEATHIG SLBE G // 32 WOODSWOOD. N /2-2-M-W1OR 2-MX3 OSBEOR BETTER. SHEATHINGGRADE PLY- B; INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2' PANEL LENGTH IN ALTERNATE ROWS. C; INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS. INSTALL NAILS FOR ALL EDGE CONDITIONS O 6' O.C. AND 16' O.C. IN FIELD. D; FOR NAIL GUN USE REPLACE 8d NAILS WITH 10d NAIL GUN NAILS 17.) ROOFSHEF ING A PLYWOOD. 1/ 2' SHEATHING OR 2 /M23 O58 SOREBETTER.OSHEATHING GRADE B; INSTALL ROOF SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALTERNATE ROWS. C; FOR NAIL GUN USE REPLACE 8d NAILS WITH 10d NAIL GUN NAILS D; FASTEN ROOF SHEATHING TO ROOF FRAMING AS FOLLOWS. 1dt 3 22 2 ) 23 ROOF NAIL PATTERN: 1) ZONE 1 - USE 8d COMMON NAILS O 12' D.C. 2 ZONE 2 - USE 8d COMMON NAILS O 6' O.C. 3 ZONE 3 - USE 8d COMMON NAILS O 4' O.C. Michael A. Baker, Sr. NOTE: ALL EDGES TO BE NAILED @ 4" O.C. Reg.Architect #AR0011782 321-356- 5840 V) Lu Z I-- Lu O U` Z 11 /25/ 12 AS SHOWN DRAWN BY: MATHERLY HEET D. I 2x8 RIDGE BOARD b cu TRUSSES BELOW SHEATHED PRIOR TO VALLEY FRAMING INSTALLATION No. 19 SP VALLEY1.2 FRAMING (TYP.) x8 No.2 , No. 19 SIB RIDGE BOARD 28'-0' MAX. END NOT EXPOSED TO WIND NOTE: 1- TRUSSES TO BE SHEATHED PRIOR TO VALLEY FRAMING 2- CONN. 2x4 NAILER TO ROOF W/2- 1/4' 0 X 3 1/4' LAG SCREWS @ 48' O.C. - TO EVERY OTHER TRUSS OR RAFTER 3- CONN. 2x6 VALLEY FRAMING TO CONT. 2x4 @ ONE END AND 2x8 RIDGE BOARD @ OTHER END USING SIMPS N A-35 FRAMING ANCHOR (OR EQUIV.) 4- ATTACH 2x4 VERT. SCAB TO 8', 12' AND 16' VALLEY FRAMING SPACED @ 48' O.C. MAX. AND CONN. W/4 16d NAILS @ TOP AND HURR. CLIP A34 @ BOTTOM 5- VALLEY SECTION SHEATED AFTER FRAMING 2x6 FRAMING VERTICAL SCAB -@ 48" O.C. @ 2'-0' O.C. 1/2' PLYWOOD (MAX.) W/ 4-10d NAILS FRAMING SHEATHING TOP AND HURR. CLIP @ BOTT. ANCHOR I 2x6 RAFTER FRAMI 4-10d TOE NAILS SIMPS @ RIDGE BARD END p EA. TRUSSES OR RAFTERS. BEVEL OUT (TYP.) CONT. 2' x 4' NAILERS (TYP.) O 1/4" 0 x 3 1/4" LAG SCREWS @ 48" O.C. SECTION A\_( 2 O EVERY OTHER TRUSS OR RAFTER RIDGE OR HIP 2x8 RIDGE BOARD SIMPSON A35 EA RAFTER 0 24"' O.C. 4-10d NAILS VG ANCHO DN A35 END SIMPSON A34 SIMPSON CONT. 2x4 LAID FLAT WOOD TRUSSES 2) 1/4" 0 x 3 1/4" LAG SCREW SEE PLAN TO EVERY OTHER TRUSS OR RAI DRYWALL CEILING J FIELD FRAMED VALLEY DETAIL SCALE: NTS k34 48" O.C. TER Michael A. Baker, Sr. Reg,Architect #AR0011782 321-356-5840 75 0 O Q O L3 3: 0 Q O U F— '__, L,J O Z_ `D 11/25/12 CALEs NTS RAWN BYs MATHERLY SHEET D,2 DOWELS OR ANCHOR BOLTS SEE PLAN FOR SIZE AND LOCATION FINISH FLOOR LOCAL CODES VARIESFINISHFLOOR c= ' SEE PLAN 1 MAY VARY a FIN PORCH ORSLPEPATIOSLAB o z SEE DET L 10 a SEE DET'L 1 2 #5 REBAR FOR NOTES 0 1) ONE STORY S NOT SHOWN 3) #5 RY 1'-4- ® ti 1'-8" ® FOOTING2 CHAIRS TO PROVIDE MIN 3' COVER ALL AROUND FOOTING EXPANSION JOINT VARIES Za V aJ PRE -CAST SILL GRADE SEE DEYLItFOR—NOTES FOR NOTES1'; PORCH OROWN PATIO SLASEE NOT SHOWN DET'L FOOTING 4 FOOTING 3 DOWELS OR ANCHOR BOLTS SEE PLAN FOR SIZE AND LOCATION LOCAL CODES SLOPE 1 / ITRF60TMAYVARYto FINISH GRADE rFINISHIFLOORaV PREMOLDED 2 EXPANMATERIALOINT 2 #5 REBAR 1) ONE STORY RER3( 2)# TWO STORY 1'-4' 1 t ® (1)STORY 1'-8" LI ® (2)STORY CHAIRS TO PROVIDE MIN. 3' COVER ALL AROUND 1 FOOTING z -h"RECESS g ® SLIDING w a GLASS DR. It* PREMOLDED EXPAN JOINT MATERIAL PORCH OR PATIO SLAB SEE DET L 10 SILL FORMED 1/2'x8' A. B. W/ 2'x1/8" WASHERS 1/2'x8' A. B. W/ 2"x1/8" WASHERS ON SITE (W/ 6' MIN. EMBEDDMENT) 0 3 MIN. EMBEDDMENT) ® 32' O.C. & 8' MAX FROM CORNERS, ENDS & EA. SIDE OF OPENINGS 2' O.C. & 8MAX FROM CORNERS, ENDS & EA. SIDE OF OPENINGS E3 1/2' MIN. a N •• •vv ^ i0 •-® I •® I NI CII e .e . ° O . . WALL WALL SEE FND. PLANNvI — . e eSLOBpNO N® SEE DETL FOR NOTES1 (2 05 REBAR NOT SHOWN 0 1) ONE STORY 10' 1'-4'® 1-STY. 1'-0' 1 STY4' 1'-4' 4' 3) 05 REBAR FOOTING 0( 2)STY 1'-8' 0(2) TWO STORY (2)1)050 EEBARO 1RY 1'-8"® 2-STY.I_ 8 FOOTING ( 3?2)#5 REBAR 10 FOOTING ON CHAIRS w/ (® BR'G WALL) 3' CLEAR ALL AROUND B PER SL. GL.DR. , -1 F SEE DE rL FOR NOTES NOT SHOWN 3 FOOTING PVC OR C.I. PIPE It* PREMOLDED EXPAN 9V x N' SLEAVE AS REO D JOINT MATERIAL RECESS IN SLAB TO FIT PIPE &fS EE DRIVEWAY912' 0 GARAGE DR. FITTINGS ARON :v SLOPE FLOOR EXPANSION JOINT WHERE PIPE MUST SLOPE TOR PASS THRU FOOTING o• a. o. °C o ' e . . 11•t' CLEAR-' I IF THISDIMISLESSJTHEN3ADDPVCSLEAVEAS ABOVE WHERE PIPE MAY / LL U SEE DET'L PASS BELOWSEEDET'L 1 SEE DEVIL1FOOTINGFORNOTESFORNOTES NOT SHOWN FOOTING IN LOAD BR'G WALLS ONLY, ADD 2-#5 x 48' FOR NOTES NOT SHOWN NOT SHOWN 5 LONG CENTERED ON PIPE FOOTING 6 FOOTING 5 AS SELECTED \ MIN. AIR SPACE 8" F. H.A. HEADER 1) ONE # 5 CONT. GALVANIZED METAL FLASHING WEEP HOLES ® 24' CENTERS FILL W/ MORTAR BELOW FLASHING 10' x 20' ® (I)ONE STORY W/ (2) # 5 DIA. RODS 8' 1'- O' 10" x 24' CONC. FOOTING W/ (3) # 5 DIA. RODS CONT. OF CMU ® ( 2)TWO STORY 7 FOOTING SPREAD FOOTING DETAILS BRICK VENEER AS SELECTEE FIN. FL. ; 4'MIN. AIR SPACE co 4' • M 10' x 20' O (1)ONE STORY W/ (2) # 5 DIA. RODS 10' x 24' CONC. FOOTING 2)TWOSSTTORYRODS CONT 0Iz 2 FIN. FL. SEE DET' L 1 FOR NOTESNOTSHOWN 4 FOOTING PVC OR C.I. PIPE SLEAVE AS REO'D TO FIT PIPE & FITTINGS MAX. 6' ID) 112" CLEAR IF THIS DIM IS LESS o o THEN 3' ADD PVC SLEAVE AS ABOVE IN LOAD BR'G WALLS ONLY, ADD 2-#5 x 48' LONG CENTERED ON PIPE REBAR SHALL SEE DET' L 1 CONTINUE THRL FOR NOTES NOT SHOWN 6 FOOTING WEEP HOLES ® 24' CENTERS GALVANIZED METAL FLASHING OD FILL W/ MORTAR BELOW FLASHING FIN. BADE Z G 8' MIN ® ( 1) STY 10" MIN ® ( 2) STY 7 FOOTING MONOLITHIC FOOTING DETAILS 3 1) 05 REBAR z SLOPE 1' IN 10' a W • ' err 3' f' • ° 2 LF W.W.M. 3'-0' FROM EDGE. 9 FOOTING ( 2) #5 DIA. RODS NON-BR' G WALL) 1._4. CONT. ON CHAIRS CLR Z J O LLJ L- 0 1)# 5 REBAR PATIO FOOTING a ' • A BR' G WALL) Go v N1.4- 1 00 R 8' 24" CORNER NOTE: LOCAL ORDINANCES MAY NOT REBAR fh n ' PERMITTHE USE OF THIS DETAIL c FOR PATI O'S. CONTRACTOR SHALL I o VERIFY WITH BUILDING OFFICIALS PATIO FOOTING N W NON- BR'G WALL) CONTINUOUS REBAR 2-#5 ® 1 STY Mir DEPTH MAY VARY 3-#5 ® 2 STY 25/12 SEE FOUNDATION PLAN) SCALE SEE PLAN S SHOWN e e FACE OF FOOTING DRAM BY' CORNER FOOTING DETAIL LY 13 MIN. ' 12 SUNKEN SHWR D . 3 SCALE: 1' = 1'-0 COMMON FOOTING DETAILS Michael A. Baker Sr. N Reg. Architect # AR0011782 N 321-356- 5840CD , / 12 SEE ELEVATIONS NEW FOR RISE EXIST. BOND BEAMBONDBEAMSHINGLESOVERBUILDING---_ PAPER OVER 7/16- O.S.BHETA20 STRAP NEW SHEATHING MANUFACTURED TRUSS - --- C.M.U. SEE R00 ------- -- 30 INSUL. EXIST. --- ----- WALL ALUMINUM DRI C.M.U. DRILL & EPDXY (1) EDGE WALL 5/ 6-GYP. BD. OR Iy 5 REBAR W/ MIN. 1x2 P.T 1/2'CEILING BD. 6" EMBED. INTO EXIST. BLOCK WALL 1x6 R.S. FASC EXIST. FILLED O TOP, MIDDLE & CEADER) CELL BOTTOM & INTO NEW 1x6 P.T. HEAD FILLED CELL OF NEW 2x4 SUB-FASCUI LEDGER 8' BEYOND BLOCK WALL OPENING EACH SIDE i IALUMINUM SOFF 1- //5 DIA. CONT TO TIE BEAM W/ CONT. VENT i W/ MIN. 25" OVERLAP (NEW) BOND BEAM NEW 4" CONC. SLAB W/ ( CONTINUOUS# 5RED 0I EXIST. ' I; SLAB "; ' 6x6110/ 10W.W.M. 8x8 PRE -CAST AND 6 MIL. VAPOR LINTEL !-%;'"`- - - - - - - - BARRIER ALUMINUM WINDO i 1 _ SEE NEW TO EXIST. REFER EXTERIOR _ SLAB DETAIL FOR ELEVATIONS & FLOOR F I THIS CONDITION FOR DESIGNATIONS) - RILL AND EPDXY r, REBAR W/LONG 6 5 EBEXIST. ' PRE - CAST CONC. SILL FOOTING EMBED INTO EXIST. FOOTING CONC. REFER EXTERIOR BLOCK MARBLE STOOL J r===" -x NEW FOOTING REFER EXTERIOR ELEVS. ----------------- FOR WALL FINISH) 1/2'GYP. BOARD FOUNDATIONSEE ON PLAN SIZE ANO FU g5 DOWELS W/ tP.T. TYPE STD HOOK AND FURRING ALf01L MIN. 6" EMBED INSUL. BETWEEN INTO FT'G Z WOOD BASE D NEW WALL/EXIST. WALL SEE FDN PLAN) 2 FOR LOCATION / 11 FINISH FLOOR SCALE N'TS N NEW FLOORSLAB t PER LOCAL CODE II FINISH GRADE IILSEE FOUNDATION PLAN FOR II REQUIRED FOOTING DETAILS III o 0ATYPICAL CMU WALL SECTION 1/2' = 1'-0" 6' MIN. EMBED REINFORCING 3" MIN. COVER 1 1- MIN. COVER VERT. REINF. IN GROUTED CELL EXIST. FLOOR SLAB OL EXIST. 0'-0' FIN. FL. 1) #5 REBAR---- 0 24" O.C. DRILL & EPDXY INTO EXIST. SLAB 6' 1'-6' N B 1 NEW SLAB/ EXIST. SLAB SCALE OLM 4" CONC. SLAB (3000 PSI, MIN.) W/ FIBER REINFORCEMENT OR 6x6 10/ 10 W. W.M. OVER CLEAN COMPACTED FILL AND TERMITE TREATED. 6 MIL. VISOUEEN VAPOR BARRIER TAPED OVER ENGINEERING LEGEND O CONNECTION BETWEEN NEW & EXISTING FOOTING: 2 B 5 - 32' LONG W/ 6- EMBEDMENT INTO EXISTING FOOTING CLEANOUT REO'D USE SIMPSON EPDXY 9 ET. IF NEW FOOTING IS ADJACENT ON FOR GROUT LIFT TWO SIDES APPLY 'A' FROM EACH SIDE. 5 FT. UNLESS FOOTING DWL. IS O CONNECTION BETWEEN NEW & EXISTING SLAB: NOT REQ'D. y 3 REBAR - 18- LONG O 48- O.C. AND AT CORNERS AND ENDS W/ 6" EMBEDMENT INTO EXISTING SLAB USE SIMPSON EPDXY 9 ET. STANDARD O FILL IN AN EXISTING MASONRY OPENING WITH NEW CMU: HOOK APPLY SIMPSON ANGLEDANCHORA35AT32' O.C. AND AT CORNERS USE (2) 3/ 16' 0 X 2 1/4' TAPCONS ON EACH FLANGE FOOTING AT EACH ANCHOR. ELEVATION @ GROUTED CELL N.T.S. IF THERE IS NOT AN EXISTING VERTICAL FILLED CELL APPLY 1 y5 EMBED 6' INTO EXISTING SLAB/FOOTING AND TIE BEAM. POUR CELL W/3000 PSI CONCRETE. USE SIMPSON EPDXY d ET. O CONNECT NEW & EXISTING CMU W/ 9 5 REBAR - 12' LONG AT 48" O.C. AND TOP AND BOTTOM COURSES. USE SIMPSON EPDXY y ET. 61A O EA. PRE- ENG. TRUSSES R- 30 INSULATION 26\' O EA. TRUSS GYP. BD. SEE STRUCTURAL NOTES FOR NAILING PATTERN] lv\' DBL. 2X4 TOPPLATEBA7T. INSI:LAT10N 81A O EA. STU R-11 2X4 STUDS O 16' O.C. 2X4 MID -WALL BLOCKING 95 , O 24' O. C. 1 2X4 P.T. SOLE PLATE CONC. ' SLAB SEE•'FOUNDATION PLAN) i- SEC. THRU F BRG. WALL 3/ 4" = 1'-0- SAFE LOAD TABLE FOP,"' FECP CORP. CAST CRETE DIV. HIGH STRENGTH PRE CAST AND PRE STRESSED•. U LINTELS FMARK LENGTH SAFE.LOAD - POUNDS PER LINEAR FOOT UNFILLED COMPOSITE L-1 4'-0' ( 48') PRE CAST 1,875 Iba 6.408 Ibs L-2 4'-6- ( 50) PRE CAST 1.860 Ibs 4.815 Iba L-3 V-10' ( Wr) PRE CAST 1,575 tbs:• 3.744 Ibs. L-4 i-5' ( 90-) PRE CAST 1,5W Ibs 2.887 Iba L-5 9'=4- ( 112-) PRE CAST 1,025 Iba 1,747 Ibs. L-6 V-6- ( 126-) PRE CAST 922 111a 1,383 Ibs L-7 11'-4- ( 136-) PRE CAST 8W Iba 1,483 Iba L-8 12'-0- ( 144-) PRE CAST 750 Iba 1.304 Iba L-9 14'-0' ( 168') PRE CAST W5 Iba 909 Ibs. L-10 1Y-4' ( 208') PRE STRESSED 587 Ibs 911 Iba L-11. IV-4- ( 232-) PRE STRESSED 289 Iba 823 Iba NOTE : COMPOSITE IS DEFINED AS PRE CAST LINTEL FILLED W/ 2.500 PSI GROUT W/ 1 05 REBAR AND AN 8" LINTEL BLOCK ON TOP FILLED W/ 2, 500 PSI GROUT W/ 1 05 REBAR. CODE COMPLIANCE SBCCI # 1641 \ Michael A. Baker, Sr. Reg.Architect #AR0011782 321- 356-5840 6 I N 00 Q r- kn1 en a t4 v W 3 11 /25/ 12 S SHOWNI ATHERLYI i PERMIT # f. 'I OFFICE