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Home My WebLink About3000 Mellonville Ave0 CITY OF SANFORD PERMIT APPLICATION 9� � Isere: _�� [ Permit # :� r��ISLE L[ UG S 3 a773 Job Address: .. Description of Work: /t Historic District; Zoning: Value of Work: S_+�Q `..� Permit Type: Building/- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS ___ __ Addition/Alteration-- Chanfe of Servicc Temporary Pole Mechanical: Residential I Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures - # of Water & Sewer Lines # of Gas .Lincs Plymbing/New ftesidential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Cornfrtercial _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: OWoera Name& Address: Name ,& ,Address: Phatte I+ar Bonding Corrtpasy Address:_ Mortgage Lender: .Address: ArchftectfEnginecr: Address: _7_4e0, Q Z U (Anach Proof of Ownership & Phone: ofd h L 3.1'1173 State Lk Its Numbs : —C-8 'r 0 / to d Z Contict .Person: r Pliant: 7 t� c5 / J �� -Iwi I .�� A-0hyceAo>4 't-7- fie -10Q, Application is hereby tt>ati� tc o 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 sgwutte 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 IMPROVIEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT'PORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICk: 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 managetnent districts, state agencies, or federal agencies, Acceptance of permit is verification, that I will notify the owner of the property of the x('11 DJ1� .. 1pr0 -13-03 Signature of OWnerlAgent Date DCt-ew5 Vice. -Pres id -t^4- oFAcim1m. P 'nt OwncrLAgent's Na (o•13-Ot3 C i na r of Notary -State of Florida Date is of Florida Ln La X'Z,3�0 0/1)o(,1q- )3 rure of Contr\detoS/.Agent Date t.mctodAgent'� s Na e to ry-� Date * MY COMMISSION # DD 164260 * EXPIRES: November 12, 2006 .I klE, IN M. C KERHAM sqr o�`°4 Bonded Thru B t Notary Services OwnerlAgemt i�g``wA p'p Mgt1Q Qt r Co traclo�wj nt is n y Known to Me or _ Produced ID G IdMISS10N* 1)100603 Produced ID — iONOEO TNFtU 1 -81111 -NOT t Z sem' -3 c' a APPLICATION APPROVED BY: Bldg; Zoning: C ZS Utilities: FD: (Initial & Date) (initial & Date) (initial &Date} (Initial & Date) $pedal Conditions ;�LJELINE M. COCKERHAM AA-U&IC - STATE OF FLOI11DA ^C`. MMISSION x DDIOOG03 EXPIRES 03119fM cOroDED THRU 1-36&NOTARY1 i C I NO TES PER ARDAMAN & ASSOC. REPORT FILE NO. 03- 6J95 NO TE: GENERAL SOIL PROFILE.' 1. ANCHOR BOL TS PATTERN CAN BE ORIEN TED TO SUIT 2, THIS FOUNDA TION IS NOT DESIGNED FOR SFI9/1 C ZONES 35 — 6.0 FEET BELOW GROUND SURFACE — LOOSE FINE SAND WITH SILT (SP—SM) 3 DESIGN PARAMETERS GROUND WATER LEVEL: A) SOIL BEARING LOAD = 2500 PSF MIN, GROUND WA TER WAS ENCOUN TERED A T A DEP IH OF 4.1 FEET. I I d SUBSURFACE EROSION RESUL TING IN EXCESSIVE SETTLEMENTS OVER—EXCA VA TED AREAS RESUL TING FROM THE REMOVAL OF UNDERGROUND STRUCTURES AND UNSTABLE MATERIALS SHOULD BE BACK FILLED IN ACCORDANCE WITH THE FILL SOIL SECTION OF THIS REPORT. THIS EXCA VA TION MUST NOT UNDERMINE THE EXISTING BUILDING FOUNDA TIONS, PROVED SHORING, BRACING, B AND/OR UNDERPINNING OF EXISTING FOOTINGS AS NECESSARY TO PROTECT FROM FAILURE. PROOF—ROLLING: IT IS RECOMMENDED PROOF—ROLLING THE CLEARED SURFACE TO LOCA TE ANY UNFORESEEN SOFT AREAS OR UNSTABLE SURFACE OR NEAR—SURFACE SOILS, TO INCREASE THE DENSITY OF THE LOOSE SANDY SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR THE ADDITION OF THE FILL SOILS (AS REQUIRED). PROOF—ROLLOING OF THE CLEARED AREA SHOULD CONSIST OF AT LEAST 10 PASSES OF A SELF—PROPELLED COMPACTOR CAPABLE OF ACHIEVING THE SPECIFIED DEGREE OF COMPA C TION. EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30 PERCENT TO ACHIEVE - COMPLETE CHI EVECOMPLETE COVERAGE, DUE TO THE CLOSE PROXIMITY OF THE STRUCTURE OF THE EXISTING STRUCTURES VIBRATORY COMPACTION SHOULD NOT BE USED, IF DEEMED NECESSARY, IN AREAS THA T CONTINUE TO "YIELD", REMOVE ALL DELETERIOUS MATERIALS AND REPLACE WI TH CLEAN, COMPACTED SAND BACKFILL. THE PROOF—ROLLUNG Sh'UULU OCCUR AFTER CUTTING AND BEFORE FILLING.04 0'— A A DENSI TY EQUI VALENT TO OR GREA TER THAN. 98 PERCENT OF THE MODIFIED PROCTOR (ASTM,'D-1557) MAXIMUM DRY DENS/ TY " (TYP) R AN ON—SITE ENGINEERING TECHNITION SHOULD MONITOR ALL STRIPPING AND GRUBBING TO VT-lIFY THAT ALL DELETERIOUS MA TERIALS HA VE BEEN REMOVED AND SHOULD OBSERVE THE PROOF—ROLLING OPERA TION TO IjVSURE THA T THE APPROPRIA TE NUMBER OF PASSES ARE APPLIED TO THE SUBGRADE. 4 PRO, i a r VALUE FOR A DEPTH OF 2 FEET MUST BE ACHIEVED .BENEATH THE FOUNDA TION BEARING LEI!EL,. ADDITIONAL PASSES AND/O OVER EXCA VA TION AND RECOMPACTION MA Y BE REQUIRED IF THIS MINIMUM DENSI TY REQUIREMENTS ARE NOT ACHIEVED. THE SOIL. MOISTURE SHOULD BE ADJUSTED AS NECESSARY DURING COMPACTION, CARE SHOULD BE EXERCISED TO AVOID DAMGING NEIGHBORING ''STRUCTURES WHILE THE COMPACTION OPERATION IS UNDERWAY ALL STRUCTURAL FILL SHOULD BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES IN UNCOMPACTED THICKNESS .EACH LIFT SHOULD BE COMPACTED TO A T LEAST 98 PERCENT OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSI TY VALUE. THE FILLING AND COMPACTION OPERA TIONS SHOULD CONTINUE IN LIFTS UNTIL THE DESIRED ELEVA TION(S) IS ACHIEVED. IF HAND—HELD COMPACTION EQUIPMENT I SUSED, THE LIFT THICKNESS SHOULD BE REDUCED TO E INCHES ALLOWABLE SHEARING RESISTANCE FORCE, P+ V TAN(2/30)/F. S WHERE. P= SHEARING RESISTANCE FORCE (PPOUNDS) V= NET VERTICAL FORCE (TOTAL WEIGHT OF STRUCTURE MINUS UPLIFT FORCES INCLUDING WIND AND BUOYANCY FORCES) (POUNDS) 0 = ANGLE OF FRICTION OF SOIL = 32 DEGREES S.F = SAFETY FACTOR = 1.5 H( QUALITY ASSURANCE REINFORCEMENT PLAN_ A — 29'-6" (64 #4s) (TYP) TOP & BOTTOM B — 14'-6" (J4 14's) 58J31 YARDS CONCRETE In Irr-.rNI /-\M r n n Iii r,I Irl I 1J B) TANK PROD. W T. — 40 PCF MAX. NORMAL SEASONAL HIGH GROUNDWATER LEVEL: C) WIND L OAD = 140 MPH SEASONAL HIGH GROUND WA TER LEVEL A T THE BORING LOCA TION TO BE APPROXIMA TEL Y ONE FOOT ABOVE THE GROUND WA TER D) CONCRETEIS EQUAL TD 3000 PSI @ 28 DA YS L E VEL MEA SURED A T THE TIME OF FI EL D EXPL ORA TION. E) RE— BA R IS NEW, IN TERMED/A TE GR. DEFORMED A S TM A —,30,5 W17FS ENGINEERING EVAL UA TION AND RECOMMENDA TIONS 20, 000 PSI. 4) FOUNDA TION MUST SL OPE A WA Y FROM CEN TER OF EACH SIL 0 3600 A T I " IN 72" GENERAL: METHODS OF SUPPORTING THE EXISTING FOUNDATION SHOULD BE DETERMINED BY THE CONTRACTOR OR HIS ENGINEER, BUT MAY 5) REFER TO TANK MAANUFACTURER DRAWING INCLUDE BRACING, UNDERPINNING AND/OR OTHER METHODS 6) FOUNDA TION MUST BE LEVEL ACROSS PAD SURFACE _:�%8" IN ANY 30 FT CIRCUMFERENCE UNDER THE SHELL. LEVELNESS. ON THE CIRCUMFERENCE SHALL STRIPPING AND GRUBBING:. "FOOTPRINT NOT VARY MORE THAN Y4" FROM AN .ESTABLISHED PLANE. THE OF THE PROPOSED FOUNDATION AREA, PLUS A MINIMUM MARGIN OF FIVE FEET, SHOULD BE STRIPPED OF ALL o SURFACE VEGETA TION, ASPHALTIC CONCRETE, STUMPS, DEBRIS, ORGANIC TOPSOIL OR OTHER DELETERIOUS MATERIALS, AS 7) THIS FOUNDA TION DRA WING SHOULD BE REVIEWED AND APPROVED BY LOCAL ENCOUNTERED, AFTER STRIPPING, THE WE SHOULD BE GRUBBED OR ROOT—RAKED SUCH THA T � R00 TS WITH A DIAMETER BUILDING A U THORI TIES, PRIOR 0. INS TAL LA TION TO ASSURE CONFORMANCE WITH GREA TER THAN Y2 /NCH, STUMPS, OR SMALL ROOT IN A DENSE STA TE, ARE COMPLETEL Y REMOI!ED. THE ACTUAL DEPTH(S) OF LOCAL BUILDING CODES AND CONDITIONS. STRIPPING AND GRUBBING MUST BE DETERMINED BY VISUAL OBSERVA TION AND JUDGMENT DURING THE EARTHWORK OPERATION ANCHOR T TOLERANCE ANY EXI TING UTILI TIES WI THIN THE PROPOSED MA T FOUNDA TION "FOOTPRINT" SHOULD BE REMOI%ED AND PROPERL Y ABANDONED 0 3° A (I.E.; PLUGGED AND/OR FILLED) TO PREVENT SETTLEMENT CAUSED BY SOIL MIGRATION INTO Tk: BURIED UTILITY. SPECIAL CARE — SHOULD BE TAKEN TO ASCERTAIN THAT ALL EXISTING FOUNDATIONS, SLABS, ASPHALT, AND ANY OTHER UNDERGROUND O —9 STRUCTURES ARE REMOVED FROM THE PROPOSED CONSTRUCTION AREA, IF PIPES OR ANY COLLAPSIBLE OR LEAK PRONE 1'— 0 (TYP) UTILITIES ARE NOT REMOVED OR COMPLETEL Y FILLED (WITH GROUT OR CONCRETE), TTIEY MA Y SERVE AS CONDUITS FOR z o o U SUBSURFACE EROSION RESUL TING IN EXCESSIVE SETTLEMENTS OVER—EXCA VA TED AREAS RESUL TING FROM THE REMOVAL OF UNDERGROUND STRUCTURES AND UNSTABLE MATERIALS SHOULD BE BACK FILLED IN ACCORDANCE WITH THE FILL SOIL SECTION OF THIS REPORT. THIS EXCA VA TION MUST NOT UNDERMINE THE EXISTING BUILDING FOUNDA TIONS, PROVED SHORING, BRACING, B AND/OR UNDERPINNING OF EXISTING FOOTINGS AS NECESSARY TO PROTECT FROM FAILURE. PROOF—ROLLING: IT IS RECOMMENDED PROOF—ROLLING THE CLEARED SURFACE TO LOCA TE ANY UNFORESEEN SOFT AREAS OR UNSTABLE SURFACE OR NEAR—SURFACE SOILS, TO INCREASE THE DENSITY OF THE LOOSE SANDY SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR THE ADDITION OF THE FILL SOILS (AS REQUIRED). PROOF—ROLLOING OF THE CLEARED AREA SHOULD CONSIST OF AT LEAST 10 PASSES OF A SELF—PROPELLED COMPACTOR CAPABLE OF ACHIEVING THE SPECIFIED DEGREE OF COMPA C TION. EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30 PERCENT TO ACHIEVE - COMPLETE CHI EVECOMPLETE COVERAGE, DUE TO THE CLOSE PROXIMITY OF THE STRUCTURE OF THE EXISTING STRUCTURES VIBRATORY COMPACTION SHOULD NOT BE USED, IF DEEMED NECESSARY, IN AREAS THA T CONTINUE TO "YIELD", REMOVE ALL DELETERIOUS MATERIALS AND REPLACE WI TH CLEAN, COMPACTED SAND BACKFILL. THE PROOF—ROLLUNG Sh'UULU OCCUR AFTER CUTTING AND BEFORE FILLING.04 0'— A A DENSI TY EQUI VALENT TO OR GREA TER THAN. 98 PERCENT OF THE MODIFIED PROCTOR (ASTM,'D-1557) MAXIMUM DRY DENS/ TY " (TYP) R AN ON—SITE ENGINEERING TECHNITION SHOULD MONITOR ALL STRIPPING AND GRUBBING TO VT-lIFY THAT ALL DELETERIOUS MA TERIALS HA VE BEEN REMOVED AND SHOULD OBSERVE THE PROOF—ROLLING OPERA TION TO IjVSURE THA T THE APPROPRIA TE NUMBER OF PASSES ARE APPLIED TO THE SUBGRADE. 4 PRO, i a r VALUE FOR A DEPTH OF 2 FEET MUST BE ACHIEVED .BENEATH THE FOUNDA TION BEARING LEI!EL,. ADDITIONAL PASSES AND/O OVER EXCA VA TION AND RECOMPACTION MA Y BE REQUIRED IF THIS MINIMUM DENSI TY REQUIREMENTS ARE NOT ACHIEVED. THE SOIL. MOISTURE SHOULD BE ADJUSTED AS NECESSARY DURING COMPACTION, CARE SHOULD BE EXERCISED TO AVOID DAMGING NEIGHBORING ''STRUCTURES WHILE THE COMPACTION OPERATION IS UNDERWAY ALL STRUCTURAL FILL SHOULD BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES IN UNCOMPACTED THICKNESS .EACH LIFT SHOULD BE COMPACTED TO A T LEAST 98 PERCENT OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSI TY VALUE. THE FILLING AND COMPACTION OPERA TIONS SHOULD CONTINUE IN LIFTS UNTIL THE DESIRED ELEVA TION(S) IS ACHIEVED. IF HAND—HELD COMPACTION EQUIPMENT I SUSED, THE LIFT THICKNESS SHOULD BE REDUCED TO E INCHES ALLOWABLE SHEARING RESISTANCE FORCE, P+ V TAN(2/30)/F. S WHERE. P= SHEARING RESISTANCE FORCE (PPOUNDS) V= NET VERTICAL FORCE (TOTAL WEIGHT OF STRUCTURE MINUS UPLIFT FORCES INCLUDING WIND AND BUOYANCY FORCES) (POUNDS) 0 = ANGLE OF FRICTION OF SOIL = 32 DEGREES S.F = SAFETY FACTOR = 1.5 H( QUALITY ASSURANCE REINFORCEMENT PLAN_ A — 29'-6" (64 #4s) (TYP) TOP & BOTTOM B — 14'-6" (J4 14's) 58J31 YARDS CONCRETE In Irr-.rNI /-\M r n n Iii r,I Irl I 1J OR BOLTS EQUALLY SPACED 7' 6„ 150-0" (2)k- SILO FOUNDATION- PL^,f`1 I . t 3/4" BOLT 4.5 PROJECTION—`-\ 133 1/2" O.D. BOLT CIRCLE TYP. I r7 00 � w 0 L w. SII w z� o NO TE, 4 ww N, CAST -IN-PLACE ANCHOR T TOLERANCE r L TANK SHALL BE LEVELED AND SHIMMED TO PROVIDE A MINUMUM I" GAP o W I:� PROJECTION ;BOL +%" FOR GROUT ALL GROUT AND SHIMS TO BE PROVIDED BY OTHERS: THE GROUT q z o o U POSITIONING Y4, , _ MA C TURER S RECOMMENDA TIONS j ' II Z Y x o� \ 2, INSTALL GROUT UNDER THE ENTIRE BASE ANGLE TO INSURE 100 PERCENT W PL UMBNESS 3 DEGRESS FROM ITER TICAL BEARING WITH THE TOP OF THE FOUNDATION, GROUT IS TO BE INSTALLED PER n i THE GROUT MANUFACTURER'S RECOMMENDA TIONS r.� W IQ 0 o V') a ` J. GROUT IS TO BE HIGH—STRENGTH, NON SHRINKING GROUT WITH A MINIMUM ' L.. COMPRESS/ VE STRENGTH OF 7, 000 LBS A T 28 DA YS LL. z W U O CL L n t w 30' O.A.L. i 3'-101 11'-1 o� N O O I � I 2'-21 �—q) `O �1 d0 V) c� 4_ C� O OR BOLTS EQUALLY SPACED 7' 6„ 150-0" (2)k- SILO FOUNDATION- PL^,f`1 I . t 3/4" BOLT 4.5 PROJECTION—`-\ 133 1/2" O.D. BOLT CIRCLE TYP. (2) SILO FOUNDATION—ELEVATION Fire Vit• f 1 _ Cti Final 1 1/21) �37 1/2" 3" P. EIRMIT "WFICE Igo PLANS REVIEWED C,A11 � CITY OF SANFORD E"r E 3/4" DIAMETER ANCHOR BOLT FOUNDATION •�-----�""`� By: Sanford Fire rever ipnlv. Date: I CLIP DETAIL N. T. S m n or attached documents for odes an rd�nances for h area of construction, This must be done prior to the use of this doeu e t o attar Plans, notes, specifications, details, and all other information .depicted on this sheet and a// attached sheets' have .been prepared to meet Fonda Budding Code 2001 standards for Orange, Seminole, Osceola, POLK, &Lake Counties of Central Florida, It is the responsibihtyto verify with local, county, city, and state code enforcement: agencies, compliance with bwld�nq c d o o tea p y any purpose. designs, These ideas designs and dans ore not to be copied or changed in an manner or form whatsoever, nor are the t4 be assigned to on third ort without first obtaining the express written permission from PROJECT ENGINEERING. PROJECT ENGINEERING hereby reserve its common law copyrights and other copyrights in these plans, ideas, andg p p g y y q y party 9 P s w L w. SII IIS o II 4 �w o ,!I . 0 q p 11 J ' II II o� \ Il lyj Q r.� (2) SILO FOUNDATION—ELEVATION Fire Vit• f 1 _ Cti Final 1 1/21) �37 1/2" 3" P. EIRMIT "WFICE Igo PLANS REVIEWED C,A11 � CITY OF SANFORD E"r E 3/4" DIAMETER ANCHOR BOLT FOUNDATION •�-----�""`� By: Sanford Fire rever ipnlv. Date: I CLIP DETAIL N. T. S m n or attached documents for odes an rd�nances for h area of construction, This must be done prior to the use of this doeu e t o attar Plans, notes, specifications, details, and all other information .depicted on this sheet and a// attached sheets' have .been prepared to meet Fonda Budding Code 2001 standards for Orange, Seminole, Osceola, POLK, &Lake Counties of Central Florida, It is the responsibihtyto verify with local, county, city, and state code enforcement: agencies, compliance with bwld�nq c d o o tea p y any purpose. designs, These ideas designs and dans ore not to be copied or changed in an manner or form whatsoever, nor are the t4 be assigned to on third ort without first obtaining the express written permission from PROJECT ENGINEERING. PROJECT ENGINEERING hereby reserve its common law copyrights and other copyrights in these plans, ideas, andg p p g y y q y party 9 P s w L w. �w ao . Cl - J .q U o� \ lyj Q r.� SIL 0 PROJEC T SANFORD AIRPORT Jm kv 5.16.2003