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HomeMy WebLinkAbout111 Rockhill Dr; 18-3854; POOL ENCLOSURECITY OF S FOCI ' Building & Fire Prevention Division RD PERMIT APPLICATION FIRE DEPARTMENT Application No • 1 S— 3CS Documented Construction Value: $ 5,01 00 . Dd Job Address: t 1, l,0c.k,iL I ( br_ 3a'T1 l Historic District: Yes NoE9,.' Parcel ID: 3-%S - °50-S7 ResidentiaRCommercial Type of Work: New--] Addition Alteration Repair Demo Change of Use Move Description of Work: POO G Plan Review Contact Person: Title: Phone:140-1-(p'K1K-M(:R Fax: - Email: Property Owner Information n f- Name b42: o ^ Phone: qD:1, Street: Resident of property? City, State Zip: Contractor Information Name PgN!s CnAn &LjAn& r i( LQci- L,-) Phone: '-fQ-1- &t 3 - QoQ? Street:, a ckI; City, State Zip: ' 9- Z L `771 Fax: State License No.: hoc-OSZn-7 3-? Architect/Engineer Information Name: Phone: SO Street: ° Fax: City, St, Zip: t;j1`A _ . 4 E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6th Edition (2017) Florida Building Code Revised: January 1, 2018 " ( 00 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. lam! i8 S re of wner/Age to Signatu of ttra tor/ gen Date 1 Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: % /Z• -2d/y,r—UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING:5E COMMENTS: AD ,,_t y„/' /0J Scl«., e c/asc. Revised: January 1, 2018 Permit Application REQUIRED INSPECTIONEcCTION SEQUENCE c.BTHLIDINGPE 1r 1Y11 nIIIl I a x l[n ection IDesc n t*i* Footer / Setback Remwall Foundation / Form Board'. Survey Slab /' Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing Walls - Sheathing ! Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern 1. Drywall / Slieetrock Lath Inspection Final Solar Final Roof ...]-. Final Stucco / ,Siding Insulation Final Final Utility,, Building - Final Door Final Window - Final Screen.Room Final. Pool S,'creen Enclosure Mobile Home Building Final Pre -Demo Final Demo j Final Single ifamily, Residence. ;- Final Building Other l An I Max inspection IlDesclj tiom Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final T'1..._ ' ,Qi, rr?? min mm x PC1(`7!mty{'faCIT9.+aV..! Y-0' AiYVIRR lln ectu®n ][De c u tn®n Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Dun max 1[ffi rtD2 ettnaenn 1fD'rtm mtrnanttnenm min I max Mechanical Roug Mechanical. Final Gas Unde Gas Rout Gas Final Its V U Ir I rx.Q 6 re e" THIS IN TRUM NT PREP RED BY: GRANT MALOY, SEMINOLE COUNTY Name: CLERK OF CIRCUIT COURT 8 COMPTROLLER Address: CFN# 2018088974 Bk:9184 Page:4 (1Pgs) REC: 08/06/2018 1:16:14 PM by tsmith RECORDING FEES $10.00 NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number: 3-8—A -Sn-S 1(0^QCCQ- 107SO The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address 3a 7 2. GENERAL DESCRIPTIctL OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTE4 FOR THE IMPROVEMENT: Name and address: Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: III 4. CONTRACTOR: Name: 9 w" 'Rhone Number: :tU Address: `i S. SURETY (If applicable, a copy of the payment b d is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 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. Sig ure of er or Lessee, or Owner s or Lessee's (Print Name and Provide Signatory's TiUelOffice) Authorized Officer/Director/Partner/Manager) State of \ County of h The for oing instrument was acknowledged before me this nl day of , 20 by r< < .1 . W is personally known to OR Name of person making statement who has produced identification „ i ty e of identification produced: off% .'• r Notary PubERIN S a eRo Florida4 y Commission x GG 20MComm. ExpiresA r 1 NotBandedthrowpAs22 ry gna r National Notary Assn. 77-7l Property Record Cardrp* Parcel: 33-19-30-516-0000- 0750oaxeoPropertyAddress: 111 ROCKHILL DR SANFORD, FL 32771 f Parcel Information Parcel 33-19-30-51 &0000-0750 Owner( s) DETMER, ALEXANDER R DETMER, MAUREEN E Property Address 111 ROCKHILL DR SANFORD, FL 32771 Mailing 111 ROCKHILL DR SANFORD, FL 32771-7745 Subdivision Name COUNTRY CLUB PARK PH 2 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2000) i • 2 61#' lltn• r Legal Description LOT 75 COUNTRY CLUB PARK PH 2 PB 54 PGS 22 THRU 24 Taxing Authority I Assessment Value I Exempt Values I Taxable Value County General Fund 153,162 i 50,000 103,162 Schools 153,162 f-r_ 25, 000 I 128,162 City Sanford --- 153,162 1 50,000 103,162 SJWM( Saint Johns Water Management)$153,162 1 _ ! - 50,000 103,162 County Bonds T $ 153, 162 50,000 103,162 Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 12/1/1999 03777 0972 132,300 i Yes 1 Improved WARRANTY DEED 7/l/1999 1 03696 1247 23,500 Yes Vacant Find Compamble Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $38,000.00 ; $38,000 Building Information Is Bed/Bath count incorrect? Click Here. Description Year Built Actual/ Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 1999 10 j 4 10 1 1,026 -, 2,647 2,013 i CB/STUCCO } $188,156 i $201,236 i Job n I S 0 a--ci owners: Alex and Maureen Address: 111 Rockhill dr. City, State: Sanford, A Subdivision: Email Addresses: Date: July 27, 2018 Work Phone W: ZiP: 32771 HomePboue W: Ceti Phone #: 407-328-9306 Email Addresses: Color: Bronze Install a 314 Mansard style Pool Enclosure with Wide Panoramic view Screen enclosure, 7" structural super gutters, 2 doors, fiberglass Screen. Start height approx. 9.5' Walls are 16.16'x30'x20.33'x7.5'x2' Peak height approx.13 Tax, engineering and building permit included Total $ 5900.00 TOTAL: $ S900.W Performance Draw Schedule as Follows: Deposits 1966.67 Notes: Upon Delivery Draw $ 1966.67 Draw $ Draw $ Draw $ Completion Draw $ 1966.66 Jh x ten Breeh! 1 r Date g SEE REVERSE FOR ADDITIONAL TERMS Owner Date BY SIGNING THIS AGREEMENT YOU AGREE TO THESE TERMS. k LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Kwone-6 ne ig cce_fa an agent of N Px6 Cp \ I"C l UNVL-t'Y1.t.t.,t" l.<` jnsd0!:i-D Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: r\f0 Street Address) Expiration Date For This Limited Power Of Attorney: License Holder Name: bcee 6 C r, State License Number: Signature of License Hi STATE OF FLORIDA COUNT ---- The foregoing instrument was acknowledged before me this a of > , 20- rsonally known to / or who has produced as identification and who did/did not take an Signature Print or Type Name Notary Seal) ?'•`' tio,d A M cy <<,p NotaryPublic —State ew, y a 4, . bir q Commission Number s ti p"P,cca°`Fio My Commission Expires: °tad ?oIz Ui A W N n Zi:Z am 2p m<C)pmcnmmm G) mm .0 .0 C0«---- mDD- O O-OmXM00 MOmOm rx00000mwm zZmmoo E-. <=-' 00-umz z iZZMwm r,=mXM_z-aODOOODOO Cc 00nwxmMO*m_moo D_DmrOmO mo 0cCQ;0- mrZZmn WO Zn 0F.r— zM-zD=mD 0OCzic-cm m 2 Z- mQ°Dmm-cn<, zz c) c 000-nr D-1m m Kx 0zc mm*pmO-jOOG)G)m-IC)Oc>xXMo mZm> 70 Zxr*xDDcn m OT\X0yDm0E0Op<mDno0ZN m DTX0m900 mpnnDOx=D mWXmZs0 ZZr r-I0><000r--0 woMM w mrm2>m 2 zmp mD_ i 0C.. -<MOO0zF*r--<"-<>-- 10> mzc%OO 2 00 r r O p 00-WM2 D cDDD 0-D Zm z M --rG)D Zr—zz . 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GUTTER 1X2 m d ti N X N X N 1X2 M N 2X3 loo I chic I 2X2 co 2X2 CY)I00 m 2 m m 75- chlc U U U F N N N N 2X2 Mloo 2X2 2X2MI< T-6" T T-6" T-6" T T-6" - 2X8SMB C.B. 2X8SMB C.B. Lo X ;- n N X IX2 TXP. 1X2 15'-0" r 15'-0" 30'-0" O 9'-7"-{ N N 1X2 X 12'-7" _ C? N ih V i9'-T' - 1MIIII///// // ZO O = LLI O CD ° U M W Q V d• ......PROF N OO W d c 0 E2 0 w 0) ca U ROOF RISE PROFILE ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2 2"x2"x0.046" 2x3 2"x3"x0.050" 2 x 4 2"x4"x0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1 x2 1"x2"x0.040" 1x3:1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2' x 2' x 0.045" 2 x 3 Snap: 2' x 3' x 0.050" 2 x 4 Snap: 2' x 4' x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0. 100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0. 120" 2 x 7 SMB: 2" x 7" x 0.057" x 0. 120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW/BUILDEX OR EQUIVALENT 2"x2"x1/8" ANGLE BOTH SIDE W/(4) #14x6/8" SMS W/ O.C62 INTERNAL BACKING PL AND/OR 3"THROUGH B CARRY B POST TO ROOF CONNECTION AT EACH POWER BEAM CONNECTION DETAIL SCALE:NTS I: LII'. V I I; I. L' 1"x2" INTERNALLY SCREWED THRU UPRIGHT W/ (2) #10 x 1-1/2' j.' FASTEN Vx2" TO CONCRETE W/ L 1/4" x 2-3/4" CONCRETE ANCHOR I' 6" FROM UPRIGHT R n 24" O C ,•.. 3/16" 6052-H32 4000 P81 GROUT FILLED SELF -MATING SECTION W/(2) 5 REBAR DOWELED INTO SLAB W/ EPDXY ADHESIVE 6" MIN. INSPECTION HERE 4" TO 6" ABOVE SLABE 5d MIN EDGE DISTANCE FF EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB SIDE VIEW B SELF -MATING UPRIGHT FILLED W/ COCRETE TO DECK DETAILS SCALE:NTS 2" x 2" PURLINS ATTACHED TO BEAM w/MIN (4) #13 X 1-1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER REMOVE SCREWS IN GUSSET AND RIVET THE SCREW HOLES WITH RIVETS THEN APPLY A NEW GUSSET PLATE TO THE EXTERIOR OF THE BEAM 1-1/4" TY 0 0 0 0 0 14 SMS 1-1/4" 0.0. 0 0 0 0 0 0 C o 0 0 0 0 0 0 0 0 0 5/6" TYP 3 3, 8 8 5 6 NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM 2) REQD - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAIN 1-1/4" C/O SPACING 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE n TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM SCALE:NTS FRONT VIEW 2"X PURLIN/ #10x2" SMS INTO CHAIR RAIL [-EACH PURLIN/CHAIR SEE PLAN)AIL SCREWBOSS 184 14 TEKS 14 TEKS SIDE VIEW C9DEFLECTION BRACE -LATERAL FOR PURLIN/CHAIR RAIL NOT TO SCALE 2" x 2" x 1/6" x 6" ANGLE BOTH SIDE W/(4) #14 x 5/8" SMS CARR' TOP OF GROUND D-1 FRONT WALL POST TO CARRY BEAM CONNECTION DETAIL SCALE:NTS EL REINFORCEMENTS ND TO 12" BELOW TOP OF POST OST RBEAM 40 to NZ;09 O LL O p 0 . U W Q Z m cJ UI co co Zz o 0 p U U W J 0 00 J 0-) LL z< r W L Z W a GQCC a> Q 0 U 0 Lo LL N0 0 W d 00 c ...I 0 N Nc 0 W C)' LU m U N00rOM H W U U L17 V O') CV N 00 O Z W ors W Lu U J W Q 1 J J LL Z UW o W a woo 0._, LL 0 WQ Q( n LLJ oi) Z O O a DESIGN DATE: 08/21/2018 REVISION 1: DATE PAGE: 3 REVISION 2: DATE SCALE: NTS NOTCH BEAM TO OVERLAP 12 #14 TEKS INTOUPRIGHEACHSIDE 2" X 0.1252'. BRACKET W/ (2) 3/8"DIA. X 2" LAG SCREW 0 0 o EACH SIDE OF BEAM PLUS-0) 2" X MATCH BEAM SIZE 0.1 Z5'2" BRACKET AT OVERHANGS 1) 3/8" DIA. x 4" LAG 0 0 0 0 PER PLAN W/ (1) 3/8" DIA. X 3" LAG SCR W SCREW INTO EXISTING FRAMING/ 0 0 0 0 (2) #14 x 3/4" RAFTER TAIL 0 0 o INTO GUTTER LIPAlix 1)#14x2"SMS6" Z G TERiZ" GUTTER FROM BEAM AND 24' O.C. RACKETS EACH SIDE OF BEAM AN AT 24" O.C. 1/8 S.S. CABLE 1 1/4" x 5 5/8" x 1/8" 2" X 2" x 0.044" KNEE BR E 2 ALUM FLAT BAR W/ 1 1/8" x 1 1/8" x 1/8" 0 6063-T6 ALUMINUM RECEVING CHANNEL W o o 14 x 3/4" EA SID BRACE && (3) #14 x 3/4" INTO UPRIGHT && (3) #14 x 3/4" o 0 INTOBEAM 0 V, .........., 4) #10 x 2" SMS F M CONTRACTOR TO VERIFY X2"x1/8"XBRACEHT SUPER ALUM 1" x 2" INTO SCREW BOSS 2" x 4" FASCIA - IF LESS THEN 2" x 4" FASCIA, 2" x 4' O .... ANGLE 1 1 SID GUTTER 4) # E x 1 O.C. SUB FASCIA SHALL BE A INTOEAWAY INTO BEAM -EAEA PLACED OVER, LENGTHEN LAG SCREWS TO FULLY 7" SUPER GU R PENETRATE SUB FASCIA. IF OTHER FASCIA, ADD 2" x 4" PT FASCIA W/ 1/2" LAG CONTRACTOR TO VERIFY 2" x 4" FASCIA - IF LESS THAN BOLTS - 1 1/2" INTO TRUSS 3/8" DIA. x 3" EMB 2" x 4" FASCIA, 2" x 4" SUB FASCIA SHALL BE PLACED TAILS - COUNTERSINK CONC. SCREW ANCHOR OVER, LENGTHEN LAG SCREWS TO FULLY PENETRATE FLUSH. WHEN INSTALLING SLAB/FOOTING SUB FASCIA, IF OTHER FASCIA, ADD 2" x 4" PT FASCIA 1/2" LAG SCREWS, SEE PLAN W/ 1/2" LAG BOLTS - 1 1/2" INTO TRUSS TAILS - COUNTERSINK PRE -DRILL W/ 3/8" DRILL T FLUSH. WHEN INSTALLING 1/2" LAG SCREWS, PRE -DRILL PREVENT SPLITTING W/ 3/8" DRILL TO PREVENT SPLITTING. G GUTTER BRACE TO TRANSOM TOBEAM ATTACHMENT DETAIL G 1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL H'1 CABLE CONNECTIONS AT FOUNDATION SCALE:NTS SCALE:NTS SCALE:NTS 10X4" INTER n SLOPED SIDEWALL PURLIN CONNECTION DETAIL SCALE:NTS EXTERNAL RECEIVING CHANNEL FULL HT OF BRACE W/(2) #12 EACH FACE I o 3)#12 S 0 INTO EAVE RAIL ROOF BRACING CONNECTION DETAIL EXTER RECEIVING C FULL HT OF E W (2) #12 EACH 3)# INTO E ROOF BRACING DETAIL SCALE:NTS 9)#1' 1/8" PLA 6063-T6 EYE BOLT FOR CAE PERIME- H-2 CABLE CONNECTION AT CORNER SCALE:NTS SLAB/FOOTER MID DEPTH N Z:co o O p: = a 00 O U Q ' Z N N ry Z N 00 0 m 0JM f r1 M Z Z o O p U U W J OJ op LLJ Q 0") LL Ln r W 0-) C z 0 w J i Q cQC Q N U CO F_ L' o LL Wr0cm F- W U U N O) N N 00 O 0 Z>_ w 06 w Lu Qw JLJL Z Uw w w o z vw Q v w Q QUn w 0Un z O O a DESIGN DATE: 08/21/2018 REVISION 1: DATE PAGE: REVISION 2: DATE SCALE: NTS 1 1 /2" x 12" x 0.125" 6063-T6 ALUM STRAP W/ (5) #14 x 3/4" IN BOTH 2" x SMB CARRIER BEAM & 2" x_ SMB UPRIGHT EA. SIDE WALL HOST 2x2 ANGLE CONNECTION AT BACKSIDE OF BEAM SEE D-1/A-2 I 2"x8"S II O n n EXISTING HOST WALL O O O O O o 0 O O 0 Tlx2 ATTACH TO UPRIGHT CONCRETE: WITUICKSETANCHORS INTOTINTOSCREWBOSES WALL PLUS #10 x 1 1/2" SMS 6" FROM WOOD: EACH SIDE OF UPRIGHT AND 3) 3/8' x 3" LAG SCREWS TYPICAL AT 24" O.C. MAX 1 1/8" x 2 1/8" x 1 1/8" x 8" x 0.062' ALUM RECEIVING CH NNEL INTO WALL W/(6) # x 3/4" SMS EA SIDE INTO BEAM S-1 CARRIER BEAM CONNECTION SCALE:NTS 5C-1 OPEN BACK TO HOST DETAIL SCALE:NTS FOR WOOD APPLICATION: 10 x 3" WOOD SCREWS @ 12" O.C. CONCRETE: 1/4" DIA. x 3" CONCRETE ANCHOR @ 24" O.C. G-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL SCALE:NTS 1 x x EXTRUDEp (4) # 14 x 3/4" SMS ANGLE 6052 H-32 ALLO ILI OA INTO DJ 2`1/4" M1N, ONC SLAB/FOOTING fir, OR' MBEDMENT SEE PLAN SIDE VIEW 1) 3/6" DIA. CANCRETE 2" x 3" DJSCREWANCRS 2 1/4" CANC. EMBED), 1" x 2" BASE PLATE ANCHORED TO CONC W/ CONCRETE SCREW A MIN. 1 1/4" EMBED) Q77 • : ; ` 6" MAX EACH SIDE OF POS AND 24' O.C. MAX FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL SCALE:NTS FRONT CARRIEF 00 8)#14x3/4"S o OVERLAP E UPRIGI 1"x2"O. . 0o 00 SIDE 2" x 2" x 1/8" x 12" LONG ALUM PLAT W/(8) # 14 x 3/4" EACH SIDE OF SPLIC 2" x POWE 2" x POWER B FRONT WALL ELEVATION 2" x SMB FRONT CARRY B 2" x SIDE WALL ELEVATION 2" x 2" x 1/8" x 12" ALUM ANGLE W/(8) # 14 x 3/4 SMS EACH LEG x POWER BEAM 2" x SMB SIDE WALL CARRIER BEAM NOTCH TO OVERLAP UPRIGHT 8) #14 x 3/4" SMS @ 2" x 2" x 1/8" x 12" ALUM PL E VERLAP BETWEEN W/(8) # 14 x 3/4 S UPRIGHT AND EACH SIDE SIDE BEAM PLAN VIEW ARRY BEAMnc TO UPRIGHT CONNECTION SCALE:NTS 1111111111111//// L 11 C) 7 -' 4(/ N L 6 ••. W o D z O J LU Q- a o0 D C ;v (O o O Z U) (C. N J C) co co V Z Q O LL p U WJOoo W LL. w L V H M Z 2 O W J N Q CQG Q U OOfO JLL CL C N00r- OM H- W U Q U N N N 00 v- O z U W O z z W a2S LLI U QW J LJL z Q Y w Of ) W w 7 2 OW v W Q Q cn o .- cn O d DESIGN DATE: 08/21/2018 REVISION 1: DATE PAGE: REVISION 2: DATE G SCALE: NTS J cam'-•Q - \ fir it%.P.0 'y'•C'G ,. siC6'f? . msC ..•..3zB• L' g 4-Y-'-,ez;.3 C.rrGr _ cr/ •7 ,tic- SEY "lX' iw/ •` sEiPitir• . r f/,c FO ` 77777 or lS L.•vox+_,Ei. -... \ .9.c tea"%/C . 40 A/ r I3ENRIlSS-SNIN@1 iRREGi BASFD ' /'2r/o ST/a ty ca,.lG u ON DRIER LINE *ARIW Of 31 X!/ SGt r AFL O& I NJ04'' % 1i c its u.r - r17.30' God Q2 — E r//s.-9Gr9 LEGAL DESCRIPTION: LOT i5, COUNTRY CLUB PARK ( PHASE II), A SUBDIVISION. ACCORDING TO MAP IN PLAT BOOK 54, PAGES 22 THROUGH 24, INCLUSIVE, PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA. FLOOD CERTIFICATION (MAP DATED APRIL 171995) This is to certify that: I have consulted the Federal Insurance Florid Hazard Boundary hiap and found the ABo 55" named property IS NOT located in a Special ' Flood hazard area, according to Community Panel flap No.' 12117C - 0,040 i* Map, Panel 40 of 21!1, ZONE" "X". f/. t// t"dR 6*Y GE r/F/EO TO: .T/..!GGr/./Jl> /O TG.y.I.E 6©Ci./J/C/JT/l%it/. 'AMF iC- T/TL.E GUA GG/ i°,F p/C/PT'!!y//. j GH/G/9Gv T/TLc iL//LA/GE Gt ih'i+ir/y: /'lAS7"E'//GF' yO IES I R 9/1}/ i' L'Xf3..e/OE 2. /5'4 1t?f/!/Ec/ G-; acTi 4c`/z, afJT•O' .C cC j.3c2 E' b='ATION LOCATION CERTIFIED TO: MASTERPIECE HOMES. INC.,: KAMPF TITLE tc GUARANTY CORPORATION:': CHICAGO.TITLE INSURANgE COMPANY: FIRST UNION NATIONAL BANK OF FLORIDA. DATED: AieAro Length CONC=Concrete INV.=lmort (P)-Plot RCP-Roinforred Conaeto Pipe. AlOwWrConditioningUnit -Delta (Control Angle) L=Len9th of Arc" PC -Point of Curve RLS-Ragtstenrd Land Sunyyor pBMaBenchmahir(D)-Dead Coll LB=Lend surveying Buslnow PCP=Pormanont Control Point I Tongent Confer !!ne or Q.=t7avallon LS-Land Surveyor (Registered) PRC=Po1nt of Rovers: Curve TBU-Tempomw Benchmark GIN=Cohlo N SeMce FO=Found M.B.=Alop Book PRM=Permanant Refernnco Monument W/=Wlth CB@ConcreteBlockFINFL -Finish floorr Elevation AEON=Monument PSI=Point of Street intersection CNBRG•-Chord Boating (FM) -Field Measurement NO I.D.=No Identity PVC=Poiy-Ynyi-Chloride Pipe CHD-Chord distance F/dI=Force Alain " O.R.-Official Record Book R=Radfus of Curve or Radiai Una This Plat of Survey is certified G and prepares There may be additional restrictions and/or other klforthesoleandexclusivebenefitoftheentitiesThisSurveyfSketchhasbeenpreparedwithoutmattersofrecordnotshownonthisSurvey / andorindividualsshownhereon. Valid on the most benefit of abstract or title search , unless Sketch that may be found in the Public Records currentdateshownhereon, and shall not be rolled otherwise noted hereon, of the county or contained within the Title uponbyanyotherentityorIndividualwhomsoever. Commitment NOT VAUD WITHOUT THE. SIGNATURE OF LACK ELL ASSOCIATES ANDSYMBOLS i THEORIGINALRAISEDSEAL ®= REDAR F[1UND <S%ZE SHOWN HEREON AFLORIDAU,S,uRVEYOR LAN1) SURVEYORS, INC 0= I/2' REaAR a CAP SET ANDAL4P',R P.O.BQX 10i3 hi ORANGE CITY, FL O = 4'x4` CONCRETE MONUMENT &CAP SET r. 995 W. VQLUSIA AVE. 2 DELAND, FL a PHi (904)-734-8050 0 = CONCRETE MONUMENT FOUND (SIZE SHOWN HERMN) i+'. d:TCdT y e = P-LS. DISC/NAIL FOUND (SIZE SHOWN HEREON) 8Uls'' iS1 E;x.l,. On'ASSOCIAT S i o = R.L.S. DISC/NAIL SET ' LAIHiD YORS, TNC. i } = ", O = IRON PIPE FOUND (SIZE SHOWN HEREON) L: 1 0979I) iJ `' • ' = RAILROAD SPIKE FOUND y ` = DOLT . Pm NAILAIL F uND E... O/r""-" / DATE RALPH' ' BLACKW.ELL w.t]. No. REGIS LAND StJRVExOP i' DRAWN BY FLORIDAFtIFtCpTc i;?o.} 3pi FIELD DOOI< ilto 1i11it± FILE No. ,.,••.. _