3855 Church St - BC08-001631 (CONSTRUCTION TRAILER) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
y r
Application #: ' 1 r' *' Submittal Date:
Job Address: 3855. Church Street, Sanford Florida 32771 '` Value of Work:
Parcel M: 16-19-30-5AC-0000-0570,16-10-30-5AC-5650,16-19-30=5AC-0000-0640, 16-19-30-5AC-0000-
064A - Zoning: PD Historic District: NIA
Description of Work:yCOH 5 =rec = 0-1-/ :25j i & L 9 A
Square Footage: / Z o S oa
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service - Addition/Alteration Change of Service 0 Temporary Pori
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures 0 at this time . _ # of Gas Lines
Plumbing/1_New.Residential: #..of.Water Closets Zero at this time— Plumbing Repair —Residential Commercial X
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: Hof Stories: One # of Dwelling Units: Flood Zone: (FEMA form required)
Property Owner: lyicDonald dGyelopmentcl n, pany Contrartor. McDonald Censtruetrnq Services, IncMcDonald
Construction Services Inc. DBA.MCS Flrida_
Address: 37 North orange Ave, Suite 425, Orlando Florida 32801 Address: 3715 Northside Parkway NW, Building 200, Suite 700
Phone: 407-926-4041 E-mail: tstalevla-)mcdco com
Bonding Company:
Address:
Atlanta GA 30327
Phone: 404-239-0885_ State License Number: 2207603
Mortgage Lender:
Address:
ArchitectlEngineer:. Smallwood Reynolds Stewart & StewartPhone: 404-264-6654 Address:
3565 Piedmont Road, Saute 3A Atlanta GA 30305 Fax:404-264-0929 -- i
Phone: r%y`923-Sa'/Fax:VOrf 7-O&fS/S E-mail:n a1L AICJC0, 'Oo''t Plan
Review Contact. Person: ta o , 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permitmustbesecuredforELECTRICALWORK, PLUPfB1NG, SIGNS, xh'E7,LS, POOLS, I-I.TRNACES, ROILF,RS, 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 IMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENC MENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE. THE FIRSTINSPECTION. 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 thiscounty, 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 grope the re irements of Florida LieLaw, FS 713. Signature of
Owner/Agent Date n-___.... rl
torfnrlA oont Date Print Owner/
Agent's Name Signature of
Notary -State of Florida Date Owner/Agent
is Personally Known to Me or Produced ID
I APPRMALS'
7,
ONING;x, 001-g UTILFD: X--&StA`
9 011lonaa Date /
Qy DE 91
MY COMMISSION
tk DD629096 F EXPIRES:
February 25, 2011 C tractor/
Ageptis(xc)F3''0oiiPe soonal ffi t co. Produced Tb
ENG: BLDG: `/
12x60 Mobile Office with ADA Restroom
PLANS REVS ED 2 Private Offices & 1 Main Office
www.pacvan.com
14' 7' 23 12'
Ld O
ss
H
V
A
C
poff
Building Specifications DAIE; Additional Pac-Van Features
1260 Mobile Office - Florida
Commercial Block Tile Flooring100AmpElectricalService120/240 Volt g
Single Phase, 3 wire, 60 HZ 1/4" Birch Hardwood Paneling
Central Heating and Air Conditioning High pressure laminate desk tops at each end
Aluminum Exterior Siding and Trim (2) 2-Drawer Locking File Cabinets
Dead -Bolts and Security Latch Covers on all Exterior Doors Overhead Shelving above each desk
Plan Table with Storage
Central Area for meetings
Horizontal Sliding windows with insect screens
ADA Compliant Restroom
Experience the Pac-Van Difference — Quality, Service, and Value all from one supplier.
Call us today at 1-800-546-1050 and learn first hand why Pac-Van, Inc. has twice been named "one of the fastest growing, privately
held companies in the United States" by Inc. Magazine.
i
a-1 C93
ti
STRUCTURAL DESIGN CRITERIA: 48'0"
CODES • FLORIDA BUILDING CODE, 2004 £DIDON WITH 2O05, 2006 6" 7'6" 7-6" 7'6" 7'6" 7'6" 7'6" '6
SUPPLEMENTS
WIND DESIGN VELOCITY.- 130 MPH (3-SECOND GUST)
0 0 0 0 0 0
IMPORTANCE FACTOR: 1.0 ---- — — — — — — — — — — — — ---- ----
EXPOSURE CA7fGORY. B
BUILDING CA TEGORY., II
INTERNAL PRESSURE COEFFICIENT., 10.18
GENERAL FOUNDATION NOTES 6 I I I I I I I
I I I I I I I
SOIL / SITE PRfPARA770N. I I I I I I I HITCH END
I. FOUNDATION DESIGN IS BASED DN AN ALLOWABLE SOIL BEARING YP PIER
PRESSURE OF 2000 PSF. ANY SOIL CONDI77ONS THAT MAY DIFFER FROM
THAT DESCRIBED SHALL BE BROUGHT TO THE ENGINEERS ATIEN77ON PRIOR _ _ _ _
TO PLACEMENT OF THE MODULAR UNIT.
2 FOUNDATONS SHALL BE BUILT ON UNDISTURBED, VIRGIN SOIL OR B B 8
PROPERLY COMPACTED FILL MATERIAL. COMPACTED SOILS SHALL BE
TESTED TO A MINIMUM OF 95% OF MODIFIED PROCTOR IN ACCORDANCE DENOTES GROUND ANCHOR .
NTH ASTM D 1557
J
1
3 EXCAVA77ONS FOR FOUNDA77ON SHALL BE BACKFILLED W17H SOIL WHICH IS S)
FREE OF ORGANIC MATERIAL, C0NS7RUC17ON DEBRIS AND LARGE ROCKS
DA RPADS 1.
PIEF i. PIER0071NGSHALLBE SINGLE 1fi x22 1/2" ABS FOUNDA77ON PADS AS q 12' x48' MOBILE OFFICE UNIT MANUFAC711RED BY
77E DOWN ENGINEERING OR EQUAL, OR MINIMUM SCALE 3132" =
1'0" 16"x16"
x4" 2,500 PSI CONCRETE PAD. 2 CONCRETE
IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO
LESS THAN 2,500 PSI AT 28 DAYS MASONRY UNIT
60'0" 1. PIERS
SHALL BE CONSTRUCTED NTH NOMINAL 81x81x16" CONCRETE 0" MASONRY
UNITSCONFORMINGTOASIRC90. 8'0" 8'0" 8, 0' 0" 8'0" 8'0" B'-0" ALTERNATE PIER -
METAL STANDS: Irl 1. AN
ACCEPTABLE AL7ERNA7E PIER SHALL BE THE OP SERIES MOP 16 THRU 0 0 0 0 0 0 0 0 32 DELUXE
MOBILE HOME PIER AS MANUFACTURED BY MINU7E-MAN ANCHORS, INC.
OR EQUAL 2 PLACEMENT
OF PIERS ON THE REQUIRED FOUNDA77ON BASE PAD SHALL BE AS
INDICATED ON THE PLAN AND INSTALLADON SHALL BE PER THE MANUFACTURERS SPECIFICADONS
I I I I I I I I WOOD / SHIM
MA TERAL: oo 1. ALL
D BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE 7REATED. GROUND 1.
GROUND
ANCHORS SHALL HAVE A MINIMUM 4,725 LBS WORKING LOAD I I I I I I I I CAPACITY ANDSHALLBEINSTALLEDINACCORDANCENTHTHETYPPIERMANUFACTURESSPECIFICATIONS
77E DOWN
S7RAPS 1. 77E-
DOWN STRAPS SHALL BE 1 1/4 x .035"GALVANIZED STEEL OOS-781-H TYPE-1
FINISH-B GRADE-1. 77E-DOWN S7RAPS AND CONNEC77NG HARDWARE B B B B SHALL HAVE
4,725 LBS MINIMUM WORKING LOAD CAPACITY DENOTES GROUND ANCHOR 1 INSTALLATION
SPECIFICATIONS
SI SOIL 12'
60'
MOBILE OFFICE UNI T 1. WHEREWATFRIMPACTSTHEGROUNDFROMAROOFVALLEY, DOWNSPOUT, AC IMREPARAPACTSHEREWATERxSCUPPER, OR
OTHER RAINWA7ER COLLEC77ON OR DIVERSION DENSE, SCALE 3132" = 1'-0" PROVISIONS SHALL
BE MADE TO PREVENT SOIL EROSION AND DIRECT THE W47ER AWAY
FROM THE. FOUNDA77ON 2 FINISH
GRADE SHALL BE SLOPED AWAY FROM THE FOUNDA77ON FOR DRAINAGE. 3
THE
AREA UNDER F0077NG5 FOUNDATIONS, AND CONCRETE SLABS ON MO CONCRETE CAP
GRADE SHALLHAVEALLV£GETA7TON, STUMPS R007S AND FOREIGN MATERIALS REMOVED
PRIOR TO THEIR C0NS7RUC77ON. FILL MATERIAL SHALL BE
FREE OF VEGETA77ON AND FOREIGN MATERIAL. MASONRY I@UITS
1. LONG
DIMENSION OF ALL PIERS SHALL BE INSTALLED PERPENDICULAR TO THE FRAME
MAXIMUM FOUR (4) UN17S HIGH (327 UNLESS OTHERNISE 2 N07ED BY
ENGINEER. S7 8 x l6_ CONCRETE 2 FOUNDA77ON
PIERS OF HOLLOW MASONRY CONS7RUC77ON SHALL BE CMU PIER BLOCK PIER OR ALT. O) PED
NTH 2 INCHES OF SOLID MASONRY OR CONCRETE METAL STAND - iV 3 CONCRETEMASONRYUNITSSHALLCONFORMTOTHEASTMC90FINISHGRADESTANDARDS4.
CONSTRUCTION
OF DRY -STACKED, SURFACE -BONDED MASONRY WALLS WHEN SPECIFIED,
INCLUDING STACKING AND LEVELING OF UN175 MIXING AND APPLICA77ON
OF MORTAR, CURING AND PR07EC77ON SHALL COMPLY 16'x22 112" ABS WITH ASTM
C 946, PAD OR 16"x16"x4" ALTERNAIF PIER - METAL STANDS: CONCRETE PAD
AT 1. PLACEMENTOFPIERSONTHEREQUIREDFOUNDA77ONBASEPADSHALL16"x22 112" ABS BE AS
INDICATED ON THE PLAN AND INSTALLA77ON SHALL BE PER THE EACH PIER PAD OR 16"W x4 MANUFACTURERS SPECIFICATIONSTIE -DOWN STRAP CONCRETE PAD AT 1. DOWN -• °
i]•
1.
THEFIRSTRSTRTIE -DOWNSTRAP FROM THE fNDWALLS SHALL NOT EXCEED GROUND ANCHORA EACH PIER , 2'0"
2 MAXIMUM
77E-DOWN SPACING SHALL NOT EXCEED B=0" D.C. 1 SECTION 2 SECTION J. REFERTOPLANFORTHEMINIMUMNUMBEROFREQUIRED77EDOWNANCHORS. S
1 SCALE 114" = 1' 0" S 1 SCALE 1/2" = 1' 0" HITCH END