HomeMy WebLinkAbout20-22534 CITY OF ZEPHYRHILLS
- 5335-8TH STREET
(813)780-0020 22534
MOBILE HOME SET-UP
PERMIT INFORMATION L'OCATION'INFORMATION
Permit Number: 22534 Address: 39871 HARVEST CREEK LANE
Permit Type: MOBILE HOME ZEPHYRHILLS, FL.
Class of Work: MOBILE HOME SET-UP Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: HIDDEN RIVER
Est. Value: Parcel Number: 24-26-21-0110-00000-2170
Improv. Cost: 2,499.00 OWNER INFORMATION
Date Issued: 2/21/2020 Name: LENNAR HOMES LLC
Total Fees: 932.71 Address: 4600 W CYPRESS ST STE 200
Amount Paid: 932.71 TAMPA, FL 33607-5995
Date Paid: 4/08/2020 Phone: 813-574-5700
Work Desc: CONSTRUCTION TRAILER
CONTRACTORS APPLICATION FEES
LENNAR-H-0-MRSESTEC MOBILE HOME ELECTRICAL 45.00 MOBILE' ME ET-UP 65.00
EDMONSON ELECTRIC INC MOBILE HOME MECHANICAL 45.00 MOBILE HOME PLUMBING 45.00
BAYONET PLUMBING HEATING&AC IN WATER METER RES 3/4" 732.71
BAYONET PLUMBING HEATING&AIR C
0 1:: k,4
_-q-'__� 2,�
4
Ins ections Required
MOBILE HOME SET-UP
MOBILE HOME ELECTRIC
MOBILE HOME A/C
MOBILE HOME PLUMBING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
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, state agencies or federal agencies
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances
NO OCCUPANCY BEFORE C.O.
ACO� L ()I �i A'1) 6w- f"�* -_
NTRACTORS"'glr,NATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT DINSPECTIOlf
SPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22534
MOBILE HOME SET-UP /
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22534 Address: 39871 HARVEST CREEK LANE/
Permit Type: MOBILE HOME ZEPHYRHILLS, FL. /
Class of Work: MOBILE HOME SET-UP Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: HIDDEN RIVER
Est. Value: Parcel Number: 24-26-21-0110-00000-2170
Improv. Cost: 2,499.00 OWNER INFORMATION
Date Issued: 2/21/2020 Name: LENNAR HOMES LLC
Total Fees: 155.00 Address: 4600 W CYPRESS ST STE 200
Amount Paid: . 155.00 TAMPA, FL 33607-5995
Date Paid: 2/24/ 1020 Phone: 813-574-5700
Work Desc: CONSTRUCTION TRAILER
CONTRACTORS APPLICATION FEES
LENNAR HOMES LLC MOBILE HOME ELECTRICAL 45.00 MOBILE'HOME SET-UP 65.00
EDMONSON ELECTRIC INC I MOBILE HOME MECHANICAL 45.00
BAYONET PLUMBING HEATING&AC IN
I
I
I
I
Ins ections Required
MOBILE HOME SET-UP
MOBILE HOME ELECTRIC
MOBILE HOME A/C
MOBILE HOME PLUMBING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent rinspection.
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, state agencies or federal agencies
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances
NO OCCUPANCY BEFORE C.O.
C RE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER j
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received rZ— Phone Contact for Permitting 908 770 __7763
Owner's Name Lennar Homes,LLC Owner Phone Number 11813.574.5700
Owner's Address 4600 W,Cypress St.Ste.200,Tampa,FL 33607 Owner Phone Number
Fee Simple Titleholder Name F N/A Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 39871 Harvest Creek Lane LOT#
0217
SUBDIVISION Hidden River Phase 2 PARCEL ID#1 24-26-21-0110-00000-21170
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONITR 8 ADDIALT Crl SIGN O DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL
DESCRIPTION OF WORK ftne-mrrvi cmn IM&%
BUILDING SIZE i UIR SF SO FOOTAGE= HEIGHT 1 Story
I r"r-r-r'T-r'r'r"r'r
BUILDING Duciok'00 VALUATION OF TOTAL CONSTRUCTION
(ELECTRICAL ® PROGRESS ENERGYW.R.E.C.
AMP SERVICE
PLUMBING $ --�
MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS F] ROOFING F__1 SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES Do
-4-4-&4-4-&4-&4-4- . . . . . .
BUILDER COMPANY
Lennar Homes,LLC
I
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address
4600 W.Cypress St.Ste.20,Vampa,FL 33607 License# �C1518166
F
ELECTRICIAN COMPANY lEdmonson Electric, Inc.
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address 1034 Skipper Road,Tannea, FL 33613 License# I EC13005408
A
PLUMBER fill 01 M I COMPANY
SIGNATURE REGISTERED T/ N FEE CURREN W/N
Address License#
MECHANICAL COMPANY Bayonet Plumbing, Heating & AC, Inc
SIGNATURE REGISTERED Y/ N FEE CURREN LIIN_j
Box 5308, Bayon
Address FP_o- kOL 34674-5308 License# FcAC058062
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwaier Plans w/Silt Fence-installed,
Sanitary Facilities&I dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W-Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&I dumpster.Site Work Permit for all new projects.All commercial requirements.must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY,required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that, no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone W" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection" with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,-an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
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 AnTORNEY BEFORE RECORDING YOUR OTICE OF MEN E ENT.
FLORIDA JURAT(F.S. 17.03)
OWNER OR AG 10? V ICONTRACTO
-__ Subscribed and om ed)_ ore me i Subscribed an rmed)before me is
o-i�uv- a by s ilee Callahan 15-N"V-19 y Ashlee Callahan
Who islare personally known to me or Who is/are personally known to me or' a
as identification. as identification.
Notary Public �~ Notary Public
Commission No. FF985637 mission No. F985637
Elissa M.Holleran Elissa M.Holleran
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
' ��I�s�u.���tl:r�rt' t G'MR:fh'i�$Ilf�l�pQ�llBad
a IrAr1t4f0fldl'I;Umoll
�. � F�Fkf�J�t:t�x4�4 � „'� 6#�leltSrrLt�F,t�tml;u�19QS,11S,7>�II
SKETCH ONLY SEC. 24 TWP. 26 S. RNG. 21 E.
PLOT PLAN NOT A BOUNDARY SURVEY
LOT 217 BEARING BASIS:
HIDDEN RIVER PHASE 2 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E
PASCO COUNTY, FLORIDA. DOINOT SCALE THIS PRINT. DIMENSIONS AND
PRELIMINARY DRAWING: NOTES TAKE PREFERENCE.
THISPLAN IS FOR PERMITTING PURPOSES
ALL' DATA SHOWN HEREON BASED ON THE
ONLY, NOT FOR CONSTRUCTION. VERIFY N ENGINEERING PLANS OF KIMLEY-HORN AND
ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ASSOCIATES, INC., PROVIDED BY LENNAR HOMES.
LEGEND:
PROPOSED DRAINAGE FLOW
(00.00) = PROPOSED GRADE II = 10' PUBLIC UTILITY EASEMENT
E-00.00 EXISTING GRADE
NOTES:
LOT GRADING TYPE = A L)
PROPOSED PAD ELEVATION
FRONT SETBACK = 20'
SIDE SETBACK = 10'
REAR SETBACK = 10'
PLAT)
BOUNDARY
aj TRACT A
HIDDEN RIVER PHASE ONE A
(PLAT BOOK 74, PAGES 1101-121)
LOT 218
4V
cU LOT 217
PRM(P)
4 BOUNDARY
C_u
LOT 213
ION LOT AREA CALCULATIONS!LOT -_7992.24-SQ. FT.
TRAILER 320 0. FT,
;STAIRS/LANDING = 32— Sq. FT.
-.0 C. LOT 216 !CONC. DRIVE FT.
0 !A/C & CONIC PAD =__YA
Ln _S6. FT.
Ln iPRIVATE SIDEWALK ==K::_Sd. FT.
'IMPERVIOUS 4__%i
352 SQ. FT.
Ln SOD FT.
0
V
'OFF LOT AREP L CALCULAOONS
65-81
RIGHT OF WAY = ASQ. FT.
C>4 DRIVE APRON 6
1!1 PUBLIC SIDEWALK N,� FT,
03 c� SOD 294
-SQ* FT.
TOTALS
AREA 8458.05 SO. FT.
DRIVEWAY -_SQ. FT.
SIDEWALK SQ. FT.
00 SOD FT.
O
CURVE RADIUS ARC CHORD BEARING DELTA
C1 40 195.00* 103.17 10 1-.9-7' S 51*013" E 30*18'46"
C143 85.00, 5.0 2' 0. S 36'06'51" E 03'22'20" PROPOSED:
0 LOWEST FLOOR ELEVATIONS:
-a C144 85.00' 42.19- �W.72' N 5TOO'19" W 2&24-35" i
C305 195.00, 5.00' 5= T_35'0!r4C E _01�28'09" LIVING AREA: 72.50'
GARAGE AREA:
DESCRIPTION: ELEVATIONS REFERENCED TO
Lu LOT 217, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2", NATIONAL GEODETIC VERTICAL
3: AS RECORDED IN PLAT BOOK 079, PAGES 102 THROUGH DATUM OF 1929. MEAN SEA
CL 110, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
A i I
APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0458 F EFFECTIVE DATE: 9/26/20141
z Square Feet: 7992.24 LENNAR HOMES
ui
LEGEND:
(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, g= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED,,E,/P=.EQGE OF PAVEMENT, ESM'T= IASEMENT,
F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD,'FN&D= FOUND.NAIL & DISK, FPP= FOUND PINCHED
PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP=-PERMANENT CONTROL POINT, PRM= PERMANENT
REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL-&-DISK No.4493, TBM= TEMPORARY
<BENCHMARK, U/P= UTILITY POLE, W/F= WOOD FENCE
a)
.> JOHN R.BEACH&ASSOCIATES,INC. SIVIS By
CA:
C SURVEYORS AND MAPPERS Checked t By:911 WEST ST. PETERSBURG DRIVE
JRB
C ONE OLDSMAR, FLORIDA 34677 Scale;
LF WAY (813) 854-1276 FAX (813) 555-8370
41 1"=30 6z
6 NOT VALID WITHOUT ORIGINAL SIGNATURE jDote: PLOT PLAN 2/5/20 JBS (TRAILER)
:Ui AND SEAL OF A FLORIDA LICENSED SIG DATE
SURVEYOR AND MAPPER
-0 Revisions: REVISED PER PLAT BOOK & PAGES 2/7/2020 ACS A FLORIDA REG. LN0 SURVEYOR-No..2984 1L8#4493
JEFF M. HART'
_
PR SURVEYOR &'MAPPER No.7123
SECURITY OFFICE
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125 AMP
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SUB PANEL
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Standard Specifications a
size interior Finish Electric Windows/Doors Exterior Finish/Frame
■40'Long(including hitch) N Drywall textured ■Fluorescent ceiling lights ■ Vertical slider windows ■ 16 gauge steel siding
■ 40'Long box size ■ Vinyl file floors N. 125 amp breaker panel" w/screens. ■ 10-16 gauge steel floor joist
■8'Wide ■ Drywall textured flat ceiling ■ 1201240 Volt single phase ■Exterior security bars 12"on center
■8°Ceiling height N Drywall textured walls ■Exterior phone/dafa access ■Hydraulic door closures E.Standard drip rail gutters
■ Ground Mounted ■ Optional carpet N.Optional vandal resistant. - ■Mini blinds ■ 1 1/8"plywood sub floor
11 Optional plumbing exterior lights ■MMI high security door 1i All steel structural
■ Optionalinteriorbuildouts system w/3 pt interior components
locking system
Symbol Description Symbol Description
Exterior lights sv 8�'+P t)wllex receptacle-1 i clod �ll�/l/,1nC.
Single pull svaitch wi Phone
c ess 3n(inctudas
phone access panel)'
0 Double switch The Star,�rge Office Solution Spec%/rsts
e J.boThermostat
ostat(phon kfata) 1-s00-al5O�6464
�. Dupl2x receptacle-95 arnp Thermostat
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MAIN WIND FORCE RESISTING SYSTEM OPEN BAY / COMBO OFFICES SEE SH T,�-,e�i G
POS. PRESS. = 35.7 PSF LIMIT z%
NEG. PRESS. = -10.2 PSF CORPORATE HEADQUARTERS:
WALL COMP. & CLADDING PRESS.
POS. PRESS. = 44.9 PSF
NEG. PRESS. = -59.8 PSF 7420 SOUTH KYRENE ROAD " �, N
AV
DOOR & WINDOW PRESS. SUITE 101 202-JULI OKBEGOSO
202•DORIS DR. U
MORE THAN 3', FROM CORNERS TEMPE, AZ 85253 LAKELAND, FL 33813 LL \
WND UPLIFT LOAD = =37.4 PSF LL-
WALL COMP. & CLADDING PRESS. MOBILE MINI, INC. MANUFACTURING FACILITIES: FLORIDA PE #: 387ss Q
POS. PRESS. = 33.7 PSF Z H
NEG. PRESS. = 737.4 PSF Z <
DOOR & WINDOW PRESS. p 00 ~ Q
LESS THAN 3'jFR6M CORNERS 11755 N. MIP ENTRANCE RD. 3550 DUNCANVILLE RD. 7020 OLD KATY RD. L W 0
WIND UPLIFT LOAD = =59.8 PSF JMARICOPA, AZ 85239 DALLAS, TX 75236 HOUSTON, TX 77024 w z = °�
J D (./)
BUILDING DATA APPLICABLE CODES SHEET INDEX of � � w
OCCUPANCY: B AND B S-2 NON-SEPARATED MIXED USE DESCRIPTION o LLJ
TYPE OF CONSTRUCTION: VB STATE OF: FLORIDA 0 COVER SHEET, SHEET INDEX & BUILDING DATA Z
OCCUPANCY LOAD: 1 PER 100 SQ. FTMAX. 1 NOTES, SYMBOLS AND DEFINITIONS p z
FBC,6TH EDITION(2017)j � � —
WIND LOAD•(m h — EXP. C):180 2 FLOOR PLANS U
WIND PRESS. LOAD sf: ! 41.6 FMC,6TH EDITION(2017) 3 FLOOR PLANS O
FLOOR LIVE LOAD sf:! 50(OFFICE) / 125 STORAGE FPC,6TH EDITION(2017) 4 TYPICAL EXTERIOR ELEVATIONS
ROOF LIVE LOAD "sf: ' 20 psf. BO CAPACITY 2014 NATIONAL ELECTRICAL CODE 5 TYPICAL INTERIOR ELEVATIONS 00
SEISMIC ZONE CATEGORY: SITE CLASS "D", DESIGN CAT. "D" FFPC,6TH EDITION(2017) _L ELECTRICAL PLANS
SQUARE FOOTAGE: 80-320 SQ. FT. FAC,6TH EDITION(2017) 7 ELECTRICAL PLANS
8 SCHEDULES & NOTES _
FEEC,6TH EDITION(2017) 9 TYPICAL BASE FRAME PLANS
2015 EPCOT BUILDING CODE WITH 16&17 SUPP 10 TYPICAL EXTERIOR FRAMING PLAN DFU 1j30/12
2015 EPCOT ACC CODE WITH 16&17 SUPP 11 TYPICAL ROOF FRAMINGPLAN NONE evn 0
12 TYPICAL BUILDING CROSS SECTIONS SHEET
A PjP R 0 VA L S 13 SUGGESTED BLOCKING PT. ANCHOR PLAN
14 DETAILS
- STRUCTURAL APPROVAL: i AS SHOWN 15 DETAILS
ELECTRICAL SYSTEMS:' AS SHOWN IF APPLICABLE 16 DETAILS 0
PLUMBING SYSTEMS: AS SHOWN IF APPLICABLE 17 DETAILS
MECHANICAL SYSTEMS: AS SHOWN IF APPLICABLE 18 NOT USED A 8W OFFICE 17
r� _3 r�
GENERAL NOTES GENERAL SYMBOLS WELD SYMBOLS ((``
(V • U
STATE INSIGNIA TAG - FILLET WELD
1. BUILDING SHALL BE LOCATED A MINIMUM DISTANCE 10 FT DENOTES LOCATION TO AFFIX 1-12 NUMBER To LEFT DENOTES SIZE ��o1:�pi Z
S INSIGNIA TAG REQUIRED BY APPLICABLE NUMBER TO RIGHT(OPT.) DENOTES a'1 gg1 1
FROM KNOWN OR ASSUMED ADJACENT PROPERTY LINES �•�sp •�
DESTINATION STATE. 8 LENGTH AND PITCH.
PER 2010 FLORIDA BUILDING CODE W/ 2012 SUPPLEMENTS. a veil m
MOBILE MINI, INC. SERIAL NUMBER - SEAM WELD - •� I ! -
DENOTES LOCATION TO STAMP NUMBER TO LEFT(OPT.) DENOTES i
SERIAL NUMBER ASSIGNED TO EACH WIDTH OR YIELD STRENGTH OF a t Z•i°�e'd�
2. REQUIRED RESTROOM FACILITIES MUST BE PROVIDED ON BUILDING BY MOBILE MINI, INC. 8 WELD (WIDTH SHOWN). !o BQIp
SITE IN ADJ. BLDG.', IN ACCORDANCE WITH THE 2010 tllFE�rn
FLORIDA BUILDING CODE W/ 2012 SUPPLEMENTS DATA PLATE - BUTT WELD - Z 6 gi� rn
DENOTES LOCATION TO AFFIX DATA MAY HAVE OPTIONAL SYMBOL O ae
AND SUBJECT TO LOCAL INSPECTION. t U�Rll�flm~
D PLATE IF REQUIRED BY DESTINATION PLACED BELOW TO DENOTE FINISH ^tj 1 i STATE. CONTOUR.3. BUILDING SHALL NOT INCLUDE ANY HAZARDOUS ____ +1 Z f•1!1 - -
---MATERIALS,-INCLUDING,- BUT-NOT-LIMITED-TO—ASBESTOS, REVISION SYMBOL TACK WELD - Ot z !p 1 jiff
LEAD, ETC. DENOTES ITEMS WHICH HAVE BEEN 12 NUMBER BELOW(OPT.) DENOTES i n �!
CHANGED SINCE DRAWING WAS LAST 2 QUANTITY, NUMBER TO RIGHT(OPT.) e�0
C 3 I.L clie
4. ALL STRUCTURAL DIMENSIONS ARE t r:" UNLESS NOTED ISSUED OR APPROVED. DENOTES PITCH.
OTHERWISE. ALL FIXTURE DIMENSIONS ARE f 3" UNLESS SEC ON CUT SYMBOL - FLUSH CONTOUR -
NOTED OTHERWISE OR IF IN EITHER HANDICAP OR CHILD DENOTES DIRECTION OF VIEW. NUMBER OPTIONAL FINISH CONTOUR
ENVIRONMENTS. 1 IS SHEET TO REFERENCE, LETTER SYMBOL TO DENOTE A GROUND
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5. CUSTOMER IS RESPONSIBLE FOR MEETING HANDICAP DETAIL SYMBOL - CONVEX CONTOUR -
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FINISH SCHEDULE FIXTURE SCHEDULE NOTES
ROOM NAME FLOOR WALLS I CEILING 113ASE I LEGEND dR
• swBOL DESCRIPTION caOR REMARKS 1. ATTACH DRYWALL TO STUDS WITH #6 �
❑� �1 ZigaB.
RACEWAY METAL CLAD C�(THHN COPPER MIRE) SELF—TAPPING TEK SCREWS SPACED a���R�ga�IA _
123 AMP 240 20 VULT SINGLE PHASE 3W nINTIGHT SURFACE MOUNTED ® 8" O.C. 1 a'.° Z
B a LOAD CENTER 125 AMP M BREAKER gMOUNTED LWTH MAW BREAKER N/A 2. ATTACH PLYWOOD TO JOIST WITH 4 9•
F D; O BO'ABOVE TOP OF END RAIL. I p! '! W
no L1 }� HVAC 1-1/2 TON WALL MOUNTED ELECIRIC HVAC UNIT WITH 8KW HEAT STRIP N/p SCREW PNEUTEK REMOV. PIN FASTENER
(BARD MODEL/WA781-AB OR EQUIVALENT). ® 6" O.C. AROUND PERIMETER AND �1 F
w m 4 2-TUB FLWRESC�T UGI1T Fl RE WITH LENg SCREYYED to cEIUNc 12" O.C. IN THE FIELD. z e° 8 i
J32�//ES TUBE FIECTRONIC BALLAST W POMIIt DISCONNECT PLUG WHITE g
N Y g s DER NEC SEC ON 410.1 c. 3. INSTALL INSULATION WITH FACED SIDE o Q�td 6'
o o o qq FLUOR LUNMINARE FIXTURE SURFACE MpLINT PORCH LIGHT TOWARD INTERIOR OF UNIT.
n z z z R`v REMARKS WPHOTOCEL SWITCH AND OCTANGONAL J-BO%WITH COVER N/A 4 Z �ee
OFFICE .• • . . 0 MOUNTED BY THE TGP 1F THE DOOR. 4. ALL ELECTRICAL COMPONENTS, � f 0
STORAGE s • • 4OW INCANDESCENT LIGHT MOUNTED TO OCTANGONAL INCLUDING GROMMETS AND SLEEVES,
c-- J-BO%(DIRECT TARED)WITH SAFETY COVER N/A
MUST BE-UL_LISTED.
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MAT E MAT E GROUP GROUP OPENING METAL 4.4 J-BOX YA711 MUD RING AND 3/4'CONDUIT SLABBED TO EXTERIOR • Q = a o-
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3068 1 3 4 NC STL RF 5 8 2 2 N/A 38'X 81' PROGRAMMABLE THERMOSTAT w/7 4AY CLOCK 2 NR OCOUPANT OVERRIDE 6. ALL LUGS IN LOAD CENTER SHALL BE
076 MMI M 3 NIA 83'X 81' O AND 10 HR BACKUP.MOUNTED 0 42 ABOVE ISHED FLOOR. WHITE RATED FOR 75 DEG. IN ACCORDANCE
URETHANE INSUL.REWIRES THAT THERMOSTAT WIRE MUST BE IN CONDUIT)
HARDWARE GROUPS FINISH GROUPS WITH NEC 110(14), 310(16).
METAL 4%4 J-BOX YA1H MUD PoNC,15A DUPLEX RECEPTACLE AND ICY
1. ENTRY LEVER HINGESET, 1. ALL HARDWARE TO BE 26D COVER PLATE MOUNTED O 15'ABOVE FINISHED FLOOR 7. DOOR MUST HAVE DECAL STATING
(3)STANDARD HINGES, FINISH. DOOR&DOOR JAMB
WEATHER-STRIPPING,HANDICAP TO BE PAINTED PER THE COLOR METAL 2x4 J-BOX 15A GFO DUPLEX WEATHER RESISTANT RECEPTACLE THIS DOOR IS TO REMAIN UNLOCKED
THRESHOLD,DOOR BOTTOM SCHEDULE CONFORMING TO SEC.406.8 OF THE NEC. IVORY
SWEEP,HYDRAULIC CLOSURE MOUNTED O 15'ABOVE BOTTOM RAIL DURING BUSINESS HOURS."
MMI 3-POINT LOCKING SYSTEM, 2 ALL HARDWARE TO BE MILL (n
ALUMINUM DRIP CAP. FINISH. DOOR TO BE METAL 4.4 J-BOX WITH MUD RING,15A SINGLE POLE SWATCH AND COVER ICY W
PRET•TNISHED LEGACY.JAMB TO PLATE MOUNTED 0 46'ABOVE FINISHED FLOOR. '7V
2 PASSAGE LEVER LATCHSET,( BE PREFINISHED BRONZE
STANDARD HINGES,DOOR STOP, METAL 44 J-BOX WILH MUD RING,15A TWO POLE SWATCH AND COVER IVORYLli
WEATHER-STRIPPING. 3.ALL HINGES TO BE GAVANING 3 PLATE MOUNTED O 46'ABOVE FINISHED FLOOR
FINISH. DOOR TO BE PAINTED
3.MMI PR IUM TRI-CAM LOCKING PER THE COLOR SCHEDULE NEMA 3R—OR SURFACE 11-NID 2P DISCONNECT MIT.3/4'UOUITITE O
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CR.I A W-S W-S B IBM CR DESCRIPTION DESCRIPTION CUR BK R A W-S W-S B BXR OR DESGidPTION
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m m ® 1.ALL WINDOWS TO HAVE SCREENS, 7 e SECURITY BARS AND MINI SUNDS 7 e 1
LOAD CALCULATIONS LOAD CALCULATIONS
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(B)7 1/4" (A) 28 SPACES ® 16" O.C. = 37'-4" (B)11 1 1/4
(C)11 1/4" (B) 13 SPACES ® 16" O.C. = 17'- 4" (C) "
(C) 5 SPACES ® 16" O.C. = 6'-8"
75"
BUILDING REAR 8
16 Ld
_U
LL z
O Q
1s z
12 ga. END FRAME 0 O _J 0
pia HEADER (TIP.) ui W Q � Z
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Lj
w (TYP.) z 0 LL
w 3 O
R-27.6 SPRAY URETHANE
INSULATION(TYP.)
OFFICE AREA ONLY. I
i a0
16 14 IM. 4" x 10 ga.
18 ga. STAMPED BUILDING FRONT OUTER RAIL
ROOF PANEL (TYP.) (�-)
a
DFU 2 2 10
3/8'=1'-0 8Z0-11
SHEET
11
8W OFFICE 18
ROOF JOIST (TYP.) ROOF PANEL
CEILING INSULATION (SEE SHEET 11) (SEE SHEET 11)
(TYP., SEE SHEET 11
) 16 END FRAMEgo
COVE w
' HEADER (TYP.,
SEE SHEET 11 \ F�e o
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DRYWALL TYP., END FRAME HEADER CEILING INSULATIONRej 0Iy_
SEE SHEET 8 - 6!t y��!11 9
(SEE SHEET 11) _ (SEE SHEET 11) _ @-z e5 , }
- --- ------- -- -----FINISH-SCHEDULE)—-------- — --- -- - - --- -0�
a
WALL INSULATION ROOF JOIST 0
®_ ROOF PANEL SEE SHEET 11 i 3 @ �i�i!V
(TYP., SEE SHEET 8 — (SEE SHEET 11) ( )
WALL LEGEND)
OUTER RAIL
(SEE SHEET 11
EXTERIOR WALL PANEL
(TYP., SEE SHEET 8
COVE BASE WALL LEGEND) LJ Z
(SEE SHEET 8 - FLOORING ILL _O
FINISH SCHEDULE) (SEE SHEET 8 - WALL INSULATION DRYWALL (n L`
FlNISH SCHEDULE (TYP., SEE SHEET 8- _ F- O
WALL LEGEND) FINISH SCHEDULE) Z Z U
� W
OUTER RAIL (TYP., p =O
SEE SHEET 9) :� JQ
(n
EXTERIOR WALL PANEL Ld
< Z U cf)
(TYP., SEE SHEET 8 - J
WALL LEGEND) p O
FINISH COMMON FORK POCKET < 0 U
FLOOR PAN FLOOR PAN (TYP., SEE SHEET 9) COVE BASE p
(TYP., SEE SHEET 9) (TYP., SEE SHEET 9) (SEE SHEET 8 - Z _p 0
7FLOORING
FLOOR INSULATION FINISH SCHEDULE) (SEE SHEET 8 - 3 Z
(TYP., SEE SHEET 9) FINISH SCHEDULE) - 0
o -I
CROSS SECTION ANA 0
OUTER RAIL2 m
(TYP., SEE SHEET 9)
FLOOR PAN
FLOOR INSULATION (SEE SHEET 9) 10
DFU 2 2
(TYP., SEE SHEET 9) i FU _o BwLO-1
SHEET
CROSS SECTION B—B
1 �
8W OFFlCE L 678
AUGER ANCHOR
INSTALLATION INSTRUCTIONS:
'1) DETERMINE THE UNITE NUMBER yj�s�'��1 W
2) DETERMINE THE NUMBER OF ANCHORS REQUIRED FROM TABLE BELOW. ADDITIONAL ANCHORS F i��;llQ Om
MAY BE INSTALLED TO AVOID BLOCKING DOORS AND ACCESS ROUTES PROVIDING THE 1�C3 MAXIMUM ANCHOR SPACING SHOWN IN TABLE IS NOT EXCEEDING. la
d 1 d
Ua o 3) INSTALL ANCHORS IN ACCORDANCE WITH LAYOUT AND DETAILS ON THIS SHEET. \¢ 0�l�e� _
W SI fffC � �
lI¢v e f4
TABLE 1: DESIGN MAX. MIN. #OF THE DOWNS
WI 1�� �1p�
------- --------- --- --------- - ---- ND ANCHOR REQ'D PER SIDE OF UNIT ------ -O-t -- 1 !�'g - --
PRESS. O.C. 810-LO 820-L# 840-Li i 3 IIp��`�iii V
180 41.6 12'-0' 2 3 4
��^ 2.5 KIPS
.� PER SUPPORT z
X of¢ (TYP.) 0 O Q
QO~ Z J
-Z z = LJ
00
I LL
LL.
000
x _
Z c) U
ci a 1) MINIMUM ANCHOR PER CORNER REQUIRED FOR ALL WIND LOADS. O o L Q
X m o 2) PSF, BASED ON EXPOSE 'C-,HORIZONTAL I (.D
¢O Z p Z LLI
w w 3) MILES PER HOUR, THREE (3) SECOND GUST. CV Ur
.I a� n O
4) MAXIMUM 6'-0- SPACING O.C. SUPPORT IN OFFICE AREA. x O
MAXIMUM 3'-6' SPACING O.C. SUPPORT IN STORAGE AREA. CD
FOUNDATION PADS SHALL BE % THICK X 16' SO. PRESSURE W
q�� TREATED PLYWOOD MINIMUM. -
• A + B GROUND O O z
�J MOUNT UNIT
I U
GROUND TIE-DOWN 00
CORNER
STRAP C MOUNT UNIT D PLATE POST J
OUTER m
�' i• � U-SHAPED STRAP RAIL
a r s< N DFU 5 5 10
SADDLE HEAD SADDLE
HEAD
TYPE II OR CORNER 5/16'- 1'-T020LO-11
TYPE III SOIL '..?z�.'���.>.� POST
PSF
BEARINGOPRESS.) 'F .- �O OUTER SHEET
AUGER TYPE ANCHOR '' EARTH
(MINUTEMAN MD 4430—DH RAIL
N,' MMA-6 w/VERTICAL AUGER ? BOTTOM 4TIE—LDOWNMMI CORNER
STABILIZER PLATE, OR EQUAL) CONNECTOR PLATE CONNECTOR 1 3
A FRONT VIEW B SIDE VIEW C PLATE DETAIL D PLATE DETAIL tow OFFICE i4
JOIST ON SIDE. 4" JOIST #8 TEK WAFERHEAD INSIDE PANELING ATTACHED
C-SIDE UP FOR (NP•) SPACED AT TO STUD W1 TYPE S #6 BUGLE HEAD V rn 3s a U
PARTITION WALL
16" O.C.(TYP.) SELF-TAPPING SCREWS -
MET L TRACK (COMBO ONLY) ATTACH FLOOR PANEL SPACED AT 8" O.C.
MAY BE SLOPED TO JOIST WITH SCREW STUD e a.iegi z
F CEIL IS VAULTED) METAL PNEUTEK REMOV. PIN PANEL �,i0 0 opE°�•� w
TYP TRACK @6"O.C. ALONG EDGE (TYP-) ,� +�!i e�Q Ll
(TYP.) METAL STUD
(MAY BE 12" IN FIELD. VINYL t a E o
METAL STUD (25 GA. FOR SLOPED IF COVE �+l w,6{E @ m
(25 GA. FOR 8' OR LESS CEIL IS BASE �ii o VQe
8' OR LESS WALL HT.) VAULTED) i{Z !�•yrn
WALL HT.) (20 GA. FOR (TYP.) FLOOR � 1�
(20 GA. FOR 10' OR TALLER) SUPPORT �j
-- — --- -- - - 10' OR TALLER) - �TYP.)-- - - ---- - --#8 ERHEAD TEK -1/-8"VCT - - - ANGLE O. Z1,
1
Z ! --
-- ----- - pp ----
(TYP.) SPACED TILE �! �gx{O
7EK AT 16" ➢ 31{ ol�e
SCREW O.C.(TYP.)
(TYP.)20 GA.
20 GA. :METALBOTTO MEHOLM METAL STUD
TRIMMER TRACK AT EDGE SUBSTRATED FLOOR
FOR DOOR OF PARTITION PAN (TYP.) In
(TYP. (TYP.) (TYP. FLOOR PANEL M.M.I. CORNER U
BOTH CONN.(NOT I.S.O.
SIDES)
CERTIFIED) L�
O
jo
q INTERIOR WALL DETAIL INTERIOR WALL DETAIL tr FLOOR SECTION AT OUTER RAIL ? z
OUTER RAIL Ld g cn
(TYP.)
TOP J
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TYP. I� WINDOW MMI DOOR J Q
FRAME HEADER 0 O L.I
ASSY 0_ W
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FF--
/ MMI DOOR
/ STUD
STUD WALL FRAME o I I ASSY I
WALL PANELS 00
RAIL SPLICE i (TYP.)S (TYP) BOTTOM
RAIL i i OUTER RAIL
(TYP1-12 i 1-16 DFU 2 2 10
I
I ; NONE 80-14
SHEET
14
DOOR
THESHOLD
RAIL SPLICE DETAIL E WINDOW (STUD) FRAME ATTACH. DETAIL F DOOR FRAME ATTACHMENT 18W OFFlCE 18
7 1- 3 - �
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CORNER POSTER 3/16 MMI
POST DBBL z i
3/16 DOOR
FRAME TYP.
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FRAME
3/16 3/16
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ENDFRAME CORNER BASE �
OUTER CONNECTOR DOUBLE CORNER ME W
CORNER DOOR CORNER
CONNECTOR RAIL SIDE POST
f._. O
BOTTOM CORNER CONNECTION DETAIL B ENDFRAME OUTER RAIL CONN_ DETAIL C HINGE CONNECTION DETAIL Z ~
Z:) z
00
TOP OUTER RAIL STUD WALL cf)
OR EF HEADER PANEL (TYP.) QLLJ Z Q
TYP. J 5
— 1 0 0 Ld
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1/8 1-16 I I n �'
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STUD WALL I
PANEL (TYP.) 00
OUTER RAIL $o
(TYP. TOP AND 16"
AIR COND. BOTTOM)
FRAME (TYP.) WAIN Dr.
DFU 2 2 10
NONE OZ-15
BOTTOM SHEET
RAIL
1/8 1-16 TYP. 1
5
WALL HVAC FRAME DETAIL E STUD WALL PANEL CONNECTION DETAIL F STUD WALL PANEL PROFILE 8W OFFICE 18
44j" NOTE: END Ce � li v
STD. ATTACHMENT AS SHOWN
ALT. WELD PATERN REVERSES HEADER C� Z:p��
FLANGE WELDS TW o j�Q;9e6tr��� z
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— — -3 = 4 - - 2" -- - ---- - ----1/4" RAD.
\ Np CORNER uj
1/8 1 JOIST POST W
/ OUTER U
RAIL U-
I-
A ROOF PANEL PROFILE ROOF RAFT. TO RAIL CONN. DET. C ROOF PANEL CONN. DET. �-
= z
D
STAMP ENDFRAME 0 g J
ROOF
ROOF PANEL HEADER n 3/16 Q 0
RAFTERS ALT. — OUTER 1/16 J � Q
RAIL 1/2-2 p 0 W
TYP. Q
u I COVER PLATE 0 w
AT INSIDE OF Z 0
i BLOCK H 3:
c ,
OUTER o
RAIL
INSULATION' I \ 11 1
\ ® \
I �\ 3/16
ENDFRAME
INSIDE PANELING CORNER
ATTACHED TO STUDS POST DFU 12Z3110
W/ 1" #6 BUGLE HEAD MMI CORNER NONE a ,- 16
SELF-TAPPING SCREWS 16 GA. ENDFRAME CONNECTOR S H E E T
SPACED AT 8" O.C. STUD
HEADER ��) ENDFRAME
RATER 1 6
RAIL
INSULATION
ROOF SECT. AT END FRAME E TOP CORNER CONNECTION DETAIL Fy CORNER CONNECTOR COVER PLATE DETAIL 8W OFFICE 18
0
g g.
MMI CORNER FILL
1/4 TYP 1/4 RAI OUTER i Z lifla� i�
CONNECTOR p
(TYP-) (TYP. AS 1-16 OUTER TYP.
1 8
NEEDED) .. RAILuJ
1/8 1-12 FORK + IiV�e�p -i
Im
TYP. POC1/8 1-12 CAP
KE TYP. 8 1-16 ?�iul�11� m
END RAIL _
o i �� �
: ii1�c�
- --— — - - -- - — - —- - - FORK - - - - - O f z It
POCKET — -
POCKET WU
FLOOR PLATE
8 3I.Q elie
SUPPORT
ANGLE
FORK FLOOR
POCKET FLOOR PAN
BOTTOM SUPPORT
TYP. 1/8 OUTER RAIL FLOPAN R PLATE ANGLE (TYP-)
COMMON (TYP.) 1 LLd
FINISH PAN(B.E.) O
PAN(B.E.) �
F-
0
BOTTOM CORNER DETAIL FORK POCKET DETAIL C FLOOR SUPPORT ANGLE DETAIL z F-
� z
D
STUD 00
WALL CAULK WITH INSIDE PNL � J
ATTACH. TO
PANEL EXTRA BOND 9500 STUD W/ #6 1/2" J ? Q
(TYP.) 1/8 1-12 OR EQUAL(TYP.) BUGLE
UG ETHEAD DRYWALL 0 W
SELO
Yp SCREWS SPACED < 0
1/g 1/8 1-6 DOOR AT 8" O.C. Q
FRAME Z W
L
O
MMI
WINDOW
FRAME STUD
WALL DOOR
PANEL FRAME
(TYP.)
1/8 1-12 STUD DFU 2 4 10
MASONRY WALL
WINDOW
CLOSURE ANGLE PANEL NONE exto-17
FRAME ATTACH. W/ #6 CAULK
AUL BOND 9500 SHEET
BUGLE HEAD XTRA SELF-TAP SCREWS OR EQUAL(TYP.) 17
WINDOW FRAME SECTION 6--DOOR FRAME SECTION Ll DOOR 7 CAULKING SECTION 18W OFFICE �18
/P- 3�_ /;