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Home My WebLink About1205 Saginaw DrRECEIVED c CITY OF SANFORD PERbII'PAPPLICATION 0 C T 14 2005 Permit # : �` 5 Date: Job Address: 12c) -s' "5devna w Dr., .�i1,MPukb . �`!, 3'271.) l33 - 36- l6A-Ul,38.- Coon 1 I Description of Work: I'la hL,Brvn>F" ]r Y� • r Historic District`. Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # ofAMPS Add ition/Alteration Chturge of Service Ternporuy Pole Ntechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lincs 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: (FEMA form required for other than N) Parcel #: 31)- lob - 0313 ^OOPP (Attach Proof of Ownership & Legal Description) Owners Name & Address: . /s , , r Contractor Name & Address: 1 Phone: 1/D Slate License Number: Phone & Fax: rit9'7 Vyj %,&dZ 407 oy7 0/ Contact Persou: Pa -Y— t: iew 1111011c: V07 -)I'?—<-72r / Bonding Comparry: ,VIA JJ l Address: Mortgage Lender: M�l� Address: Architect/Engiacer: r'r'Iq Phone: Address: Fax: 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 die issuance of a permit and that all work will be performed to meet standards of all laws regulating coustnnclion is this jurisdiction. I understand that a sept mte 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 NO'l'10E OF COMMENCEMENT MAY RESUL I' IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI I 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, slate agencies, or tederal agencies. Accept- coo o perms is veriticatiri i that I will notify the owner of the property of the requires ons of Florida Lien Law, FS 713. yn ' t" b�14-1 LCL Q l ((O l ) I Hatt e of wren/ gen Date SWatur ofContractor/Agent Date Qk zr v�21., JrZ�-i { �(�VIS CCLGIP.l� Prhjt,Qwner/Agynt's Name r L e R04C C0AP(;2ltri) rlt Print Contractor/Agent's Name /W(WA-1/ l ( Signature of Notary -Stale of Flo 4 ov'n'.,, __Dake rig> alure of Notary -Stale of L Notary. Public • Stare of Florida a� •� MY Comm. ion N D 3 4, 69 '%`t„yr „1�"•' Commission M DD 376969 Owner/Agent is _ Pcrsonall Finawrxte>�lav ontractor/Agent is. Produced ID Produced ID Yny�1� Ltiot� APPLICATION APPROVED BY: Bldg: i� 1 l Zoning it Utilities: (Initial & Date) (Initial & )a e) Special Conditions: (Initial & Date) JEANNETiE MEDINA a1; , Notary Public - State of Florida .My Commissbn E;q esApf 6, 2008 `Commission # DD307692 Handed By National NotaryAssn. FD (Initial k Dalo) L ILJ I PERMIT #V-P-A,41�s?ow MATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART Matting Jackson Kercher Anglin Lopez Rinehart, Inc. Landscape Architecture and Planning 33 East Pine Street Orlando, FL 32801 Phone: (407) 843-6552 Fax: (407) 839-1789 Contact: Nate Clair, ASLA Mike Tannous Engineering, Inc. Structural Engineering 261 Live Oaks Boulevard Casselberry, FL 32707 Phone: (407) 332-8688 Fax: (407) 332-9598 Contact: Ted Holz, P.E. SANFORu, FLORIDA HARDSCAPE CONSTRUCTION DOCUMENTS SUBMITTED FOR: 100% REVIEW 29 MARCH 05 Prepared for: PUL Contact: Nick Sart T KEY MAP North REGENCY OAKS 0+,t V 4V6'� REVIEWED By: Sanford Fire Prey Dk� Dale: /o SHEETS INDEX SN -01 STANDARD NOTES AND DRAWING SYMBOLS SP -01 OVERALL SITE PLAN HARDSCAPE HS -01 HARDSCAPE PLAN HS -02 HARDSCAPE PLAN HS -03 HARDSCAPE PLAN HS -04 HARDSCAPE PLAN HS -05 HARDSCAPE PLAN HS -06 HARDSCAPE PLAN HS -07 HARDSCAPE PLAN HS -08 HARDSCAPE PLAN HS -09 HARDSCAPE PLAN HS -10 HARDSCAPE PLAN HS -11 POOL AREA HARDSCAPE PLAN HS -12 HARDSCAPE DETAILS HS -13 HARDSCAPE DETAILS HS -14 HARDSCAPE DETAILS HS -15 HARDSCAPE DETAILS HS -16 HARDSCAPE DETAILS HS -17 HARDSCAPE DETAILS HS -18 HARDSCAPE DETAILS & FINISH / LIGHTING SCHEDULE 0% 0 N �fl LO 0 \ cm N M c 0- �2 LH L0 0 \ N M L N O W GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 F: 407 8391789 PROJECT AND OWNER REGENCY OAKS SANFORD, FLORIDA PULTE HOMES CONSULTANTS SEAL PROJECT NO. 18566.00 DESIGNED BY JBW DRAWN BY JBW CHECKED BY DM/TJM DATE 23 AUG 04 ISSUED FOR: 609. REVIEW 04 MAR 05 1009. REVIEW 29 MAR 05 DRAWING SCALE =7 0 FT 100 200 North DRAWING TITLE STANDARD NOTES AND DRAWING SYM. DRAWING NUMBER SP -01 SHEET 1 OF 1 F E m 0 Ln O po .. N a N 0 LO 0 \ 0 B 0 N N 2 0 d O I 0 0 z o _ 01 0 O W cn cn V) 0 5 Q 0 U LAJz A z uj uj J a 00 0 a i 1 2� ENTRANCE SIGN PLAN FINISH SCALE: 1'= 10-V 3 0 5 C C� 7 D SIGN ELEVATION 4" SQ. POST SCALE; 1X =1'V NOTE: CONTRACTOR SHALL STAKE WALLS, COLUMNS, AND GRADES AT BASE OF WALLS PRIOR TO CONSTRUCTION FOR REVIEW BY LANDSCAPE ARCHITECT, GATE ELEVATION ELEVATION COLUMN A 1 5'-o" SCALE: 1/4" = 1'-0" —CONCRETE FILL —SINGLE ROWLOCK COURSE —STACKED BOND _#4 DOWEL. EACH CORNER, BREAK AWAY BRICK AS REQ'D 1/2" P.T. PINE PLYWOOD, SHORE AS REHIRED _#4 FUH NT. IN FILLED CELL, TYP EACH CORNER (� NORWEGIAN BRICK —#4 DOWEL W/ STD. HOOK, LAP 25" —FINISH GRADE 4C.OMPACTED SUBGRADE =(5) #5 E.W. SCALE: 3/8" =1'-a' 3 Nis iiu nmi u11111m11 mm NE i �� rm �� 0�1 ■ ■ i ij■i■ ■isiii■ ■i■ i M'EI m GATE ELEVATION ELEVATION COLUMN A 1 5'-o" SCALE: 1/4" = 1'-0" —CONCRETE FILL —SINGLE ROWLOCK COURSE —STACKED BOND _#4 DOWEL. EACH CORNER, BREAK AWAY BRICK AS REQ'D 1/2" P.T. PINE PLYWOOD, SHORE AS REHIRED _#4 FUH NT. IN FILLED CELL, TYP EACH CORNER (� NORWEGIAN BRICK —#4 DOWEL W/ STD. HOOK, LAP 25" —FINISH GRADE 4C.OMPACTED SUBGRADE =(5) #5 E.W. SCALE: 3/8" =1'-a' 3 (1) 04 IN FILLED CORNER CELL (TYP EACH CORNER) RCP INSIDE COLUMN, THRU FETING INTO GRACE COLUMN B ISN 0 F5 —oE 7'-0 11 5'-0'• VOID E(Z_�__48" RCP NOM,_EQ 7'-0" -- SCALE: 3/8' = TV 5 aQ12" O.C., E.W. SEMI-0IRGULAR BARS. LAP 30" RCUL.AR HOLE THROUGH FOOTING, :ME DIA. AS RCP )GE OF FOOTING ROWLOCK COURSE C NORWEGIAN BRICK RUNNING BOND (1) 04 FULL HEIGHT IN FILLED CELL (TYP. EACH CORNER) 44 DOWEL W/ STD HOOK, LAP 25" FINISH GRADE 05 SEMI CIRCULAR BARS —(SEE PLAN VIEW) 05 a� 12" O.C., _w, COMPACTED SUBGRADE C� COLUMN C 7 ❑0❑1 11 ❑o❑ 4� d a 3'-0° VOID IN151-4 GRADE SINGLE ROWLOCK COURSE STACKED BOND #4 DOWEL IN EACH CORNER, BREAK AWAY BRICK AS REQ'D 1/2" P.T, PINE PLYWOOD, SHORE AS REQUIRED #4 FULL HT. IN FILLED CELL, (TYP, EACH CORNER) ( (� )NORWEGIAN BRICK 04 DOWEL W/STD HOOK, LAP 25" �-- —FINISH GRADE COMPACTED SUBGRADE 4. _ (6) #5 E.W. SCALE: $/8' =1'-0" D N F E C A GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHAR,T 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 F: 407 8391789 PROJECT AND OWNER REGENCY OAKS SANFORD, FLORIDA PULTE HOMES CONSULTANTS MIKE TANNOUS ENGINEERING, INC. 261. LIVE OAKS BLVD., CASSELBEERRY, FL 32707 (407) 332-8688 SEAL PROJECT NO. 18566.00 DESIGNED BY JBW DRAWN BY JBW CHECKED BY DM/TJM DATE 23 AUG 04 ISSUED FOR; 60go REVIEW 04 MAR 05 1009° REVIEW 29 MAR 05 DRAWING SCALE AS NOTED DRAWING TffLE HARDSCAPE DETAILS DRAWING NUMBER HS -1 2 SHEET 12 OF 1 Nis i i ij■i■ ■isiii■ ■i■ i (1) 04 IN FILLED CORNER CELL (TYP EACH CORNER) RCP INSIDE COLUMN, THRU FETING INTO GRACE COLUMN B ISN 0 F5 —oE 7'-0 11 5'-0'• VOID E(Z_�__48" RCP NOM,_EQ 7'-0" -- SCALE: 3/8' = TV 5 aQ12" O.C., E.W. SEMI-0IRGULAR BARS. LAP 30" RCUL.AR HOLE THROUGH FOOTING, :ME DIA. AS RCP )GE OF FOOTING ROWLOCK COURSE C NORWEGIAN BRICK RUNNING BOND (1) 04 FULL HEIGHT IN FILLED CELL (TYP. EACH CORNER) 44 DOWEL W/ STD HOOK, LAP 25" FINISH GRADE 05 SEMI CIRCULAR BARS —(SEE PLAN VIEW) 05 a� 12" O.C., _w, COMPACTED SUBGRADE C� COLUMN C 7 ❑0❑1 11 ❑o❑ 4� d a 3'-0° VOID IN151-4 GRADE SINGLE ROWLOCK COURSE STACKED BOND #4 DOWEL IN EACH CORNER, BREAK AWAY BRICK AS REQ'D 1/2" P.T, PINE PLYWOOD, SHORE AS REQUIRED #4 FULL HT. IN FILLED CELL, (TYP, EACH CORNER) ( (� )NORWEGIAN BRICK 04 DOWEL W/STD HOOK, LAP 25" �-- —FINISH GRADE COMPACTED SUBGRADE 4. _ (6) #5 E.W. SCALE: $/8' =1'-0" D N F E C A GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHAR,T 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 F: 407 8391789 PROJECT AND OWNER REGENCY OAKS SANFORD, FLORIDA PULTE HOMES CONSULTANTS MIKE TANNOUS ENGINEERING, INC. 261. LIVE OAKS BLVD., CASSELBEERRY, FL 32707 (407) 332-8688 SEAL PROJECT NO. 18566.00 DESIGNED BY JBW DRAWN BY JBW CHECKED BY DM/TJM DATE 23 AUG 04 ISSUED FOR; 60go REVIEW 04 MAR 05 1009° REVIEW 29 MAR 05 DRAWING SCALE AS NOTED DRAWING TffLE HARDSCAPE DETAILS DRAWING NUMBER HS -1 2 SHEET 12 OF 1 F E 1 SEE DETAIL 2/NS-12 FOR TOW ELEVATIONS CHEEK WALL SECTION 2'-10" E 9 G.A. LADDER TYPE JOINT REIN. EVERY 4TH COURSE #4 1a 24" O.C., W/ STD HOOK, IN PILLED CELL. WEEPS 12 48" o.c. 8" CMU, FILLED SOLID 3,000 PSI CONG. (3) #5 CONT. #5 X 28" Qa 24" O.G. SCALE: 1/7 = 1'4Y 0 LO 0 ` N M w a` r� 0 L0 0 N M v a� w °0 O i B I I 0 W I z 0 U N z o _ I Of0 I 0 w D i 0 U U) Y Q 0 r z Aw w w a i O 0. I C9 w FA PERIMETER WALL DETAIL SIDE ELEVATION CALL BOX SCALE: 1 /7 = 1'-9 3 C� VARIES 5 n !!ISO MOUNTING HEIGHT PER CALL SINGLE ROWLOCK CAP Q NORWEGIAN BRICK r IN RUNNING BOND C D #4 6 24" C:/C: 4 9 GA HORIZ. REINF, LADDER TYPE (DURA-WALU aS CRY 4TH COURSE I #4 DOWEL W STD HOOK, LAP 25" 85e'1 <16" CMU BELOW GRADE: FILLED WITH CONCRETE 3,000 PSI FINISH GRADE . CONCRETE FOOTING r ct� ° #5 x 34" ae 24" O.G. (4)45 CONT. COMPACTED SUBGRADE NOTE' m 3�-4 WALL CONTROL JOINTS 6 20 O.G. 0 LO 0 ` N M w a` r� 0 L0 0 N M v a� w °0 O i B I I 0 W I z 0 U N z o _ I Of0 I 0 w D i 0 U U) Y Q 0 r z Aw w w a i O 0. I C9 w FA PERIMETER WALL DETAIL SIDE ELEVATION CALL BOX SCALE: 1 /7 = 1'-9 3 C� VARIES 5 n !!ISO MOUNTING HEIGHT PER CALL �I FACE OF i i Cly 3a FRONT (DRIVERS SIDE) ELEVATION SCALE: 1/? = 1'_0" 1 I 2 ' 3 ALUMINUM ).C. TYP. xLE BRACKET EYE W/ NON -SHRINK GROUT DIA. x 28" DP. CONCRETE FOOTER DETAIL 3/4" x 3/4" WITH 4" SPACING IBETWEEN PICKETS 2" x 2" FRAME 4" D. CIRCLES TYP. 3" x 3" POSTS: 8' O.G. WALL OR COLUMN FENCE TO WALL/COLUMN MOUNTING HARDWARE (Q )FENCE FINISHED GRADE NOTES= 1. ALUMINUM INUM FENCE TO BE 3" -RAL WITH RINGS 2. ALUMINUM TO BE PRIMED - FINAL COLOR TO BE BLACK 3. FENCE TO MEET ALL APPLICABLE CODES. 4. ALUMINUM 3" SGL POSTS/FRAME, 14 GA. WALL THICKNESS, 0'OC, MAXIMUM. 3/4" SQUARE PICKETS, 18 GA. WALL THICKNESS. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR CHIP FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABR ICAT ION. SCALE: 1/2'= 1'-V RETAINING WALL 4 RAILING CxEOS1'NTNET IC RE INFORGEMENT (T r f=.) FILTER FABRIC :K: ; ; -- E SEGMENTAL RETAINING WALL FREE DRAINING ._ AGGREGATE w.`. _1111 .v WALL BASE Kf�—I II 1= MPACTED GRANULAR BASE NOTE. CONTRACTOR SHALL SUBMIT, SEGMENTED WALL DESIGN DETAILS AND CALCULATIONS SIGNED AND SEALED BY A REGISTERED STRUCTURAL, ENG., TO THE OWNERS REPRESENTATIVE FOR REVIEW PRIOR TO INSTALLATION. SCALE: 1/7 = 1'-0' BOX MANUFACTURERS INSTRUCTIONS D CALL BOx CONDUIT / ELECTRIC BY GATE CONTRACTOR Q r —v I �I FACE OF i i Cly 3a FRONT (DRIVERS SIDE) ELEVATION SCALE: 1/? = 1'_0" 1 I 2 ' 3 ALUMINUM ).C. TYP. xLE BRACKET EYE W/ NON -SHRINK GROUT DIA. x 28" DP. CONCRETE FOOTER DETAIL 3/4" x 3/4" WITH 4" SPACING IBETWEEN PICKETS 2" x 2" FRAME 4" D. CIRCLES TYP. 3" x 3" POSTS: 8' O.G. WALL OR COLUMN FENCE TO WALL/COLUMN MOUNTING HARDWARE (Q )FENCE FINISHED GRADE NOTES= 1. ALUMINUM INUM FENCE TO BE 3" -RAL WITH RINGS 2. ALUMINUM TO BE PRIMED - FINAL COLOR TO BE BLACK 3. FENCE TO MEET ALL APPLICABLE CODES. 4. ALUMINUM 3" SGL POSTS/FRAME, 14 GA. WALL THICKNESS, 0'OC, MAXIMUM. 3/4" SQUARE PICKETS, 18 GA. WALL THICKNESS. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR CHIP FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABR ICAT ION. SCALE: 1/2'= 1'-V RETAINING WALL 4 RAILING CxEOS1'NTNET IC RE INFORGEMENT (T r f=.) FILTER FABRIC :K: ; ; -- E SEGMENTAL RETAINING WALL FREE DRAINING ._ AGGREGATE w.`. _1111 .v WALL BASE Kf�—I II 1= MPACTED GRANULAR BASE NOTE. CONTRACTOR SHALL SUBMIT, SEGMENTED WALL DESIGN DETAILS AND CALCULATIONS SIGNED AND SEALED BY A REGISTERED STRUCTURAL, ENG., TO THE OWNERS REPRESENTATIVE FOR REVIEW PRIOR TO INSTALLATION. SCALE: 1/7 = 1'-0' PEDESTRIAN GATE r —v ■ r FULL HT IN FILLED CEL_ #4 DOWEL W/ STD HOOK, LAP 25" WEEPSa) 48° O.G. w ■ FILL WITH CLEAN SAND OR PLT. MD< ■ (4) #5 CONT. A : 1 A — X 34° 'a7 20° O.G. ' • CHEEK WALL �^ N£r13 • , *%M■■■■■■■■■■■■■■■■w�Or 31-411 ----��I` 3 ENTRY WALL SECTION B PEDESTRIAN GATE SCALE: 1/2" = 1AY SCALE: 1/7 1'-V PEDESTRIAN GATE ORNAMENTAL FENCE 4 x 4 POST AT GATE. 1/4" PLEXIGLASS SCREWED TO BACK OF GATE TO PREVENT REACH AROUND SIMPLEX LOCK BY OWNER PICKETS ATTACH PER MANUFACTURER'S REQUIREMENTS SLOPE TOP To DRAIN AWAY FROM POST. APPLY LIBERAL BEAD OF CLEAR SILICONE AROUND POST (TYP) FINISH GRADE (3)-#3 TIES EQUALLY SPACED CONCRETE FOOTING (TYP.) NOTES: 1, ALUMINUM GATE TO BE 3" -RAIL 2. ALUMINUM TO BE PRIMED - FINAL COLOR TO BE SELECTED 3, GATE TO MEET ALL APPLICABLE CODES. 4. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR CHIP FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION. 0 F GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 ■ rM PROJECT AND OWNER REGENCY OAKS SANFORD, FLORIDA PULTE HOMES CONSULTANTS MIKE TANNOUS ENGINEERING, INC. 261 LIVE OAKS BLVD., CASSELBEERRY, FL 32707 (407) 332-8688 SEAL PROJECT NO. 18566.00 DESIGNED BY JBW DRAWN BY JBW CHECKED BY DM/TJM DATE 23 AUG 04 ISSUED FOR; 609, REV EW 04 MAR 05 100% REVIEW 29 MAR 05 DRAWING SCALE AS NOTED DRAWING TITLE HARDSCAPE DETA I LS DRAWING NUMBER HS -1 3 SHEET 1 3 OF 18 r —v SCALE: 1/2" = 1AY SCALE: 1/7 1'-V PEDESTRIAN GATE ORNAMENTAL FENCE 4 x 4 POST AT GATE. 1/4" PLEXIGLASS SCREWED TO BACK OF GATE TO PREVENT REACH AROUND SIMPLEX LOCK BY OWNER PICKETS ATTACH PER MANUFACTURER'S REQUIREMENTS SLOPE TOP To DRAIN AWAY FROM POST. APPLY LIBERAL BEAD OF CLEAR SILICONE AROUND POST (TYP) FINISH GRADE (3)-#3 TIES EQUALLY SPACED CONCRETE FOOTING (TYP.) NOTES: 1, ALUMINUM GATE TO BE 3" -RAIL 2. ALUMINUM TO BE PRIMED - FINAL COLOR TO BE SELECTED 3, GATE TO MEET ALL APPLICABLE CODES. 4. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR CHIP FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION. 0 F GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART 33 East Pine Street Orlando, FL 32801 P: 407 843 6552 E F: 407 8391789 ■ rM PROJECT AND OWNER REGENCY OAKS SANFORD, FLORIDA PULTE HOMES CONSULTANTS MIKE TANNOUS ENGINEERING, INC. 261 LIVE OAKS BLVD., CASSELBEERRY, FL 32707 (407) 332-8688 SEAL PROJECT NO. 18566.00 DESIGNED BY JBW DRAWN BY JBW CHECKED BY DM/TJM DATE 23 AUG 04 ISSUED FOR; 609, REV EW 04 MAR 05 100% REVIEW 29 MAR 05 DRAWING SCALE AS NOTED DRAWING TITLE HARDSCAPE DETA I LS DRAWING NUMBER HS -1 3 SHEET 1 3 OF 18