HomeMy WebLinkAbout20-582 D
City of ZehY h rhills
"�� P:ERMI,T_NUMBER •"
-r 5335 Eighth Street
- Zephyrhills, FL 33542 3BILEHOME-000682-20
Phone: (813)780-0020
�rl Fax: (813)780-0021
Issue Date: 09/10/2020
Permit Type: Mobile Home
Property,Number Street Address 5 �
32 25 210040 01400 0130 7187 Steer Blade Drive
Owner Information. Permit Information Contractor Information
Name: D R HORTON Permit Type:Mobile Home Contractor: D R HORTON INC
Class of Work:Mobile Home New
Address: 12602 Telecom Dr Building Valuation:$2,000.00
TAMPA,FL 33637 Electrical Valuation:
Phone: (813)549-1968 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$2,000.00
Total Fees:$110.00
Amount Paid:$110.00
Date Paid:9/10/2020 3:16:06PM �J
Project Description
CONSTRUCTION TRAILER SET UP
Applicatioh Fees. ?
Mobile Home-Electrical Fee $45.00 Mobile Home/Park Model/RV Setup Fee $65.00
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property.If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
-- ---- uny or Lephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting (�5b eGtai a lvZ C� C�t�I�Or�8n CAM
Owners Name !� n r Owner Phone Number „_ _l.' {{ct
Owner's Address 2 334 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number_
Fee Simple Titleholder Address}
JOB ADDRESS ` / / "�+CA° ! G ter _ LOT#
SUBDIVISION1 PARCEL 1D# � "��
r (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRR ADD/ALT L.� SIGN 0 DEMOLISH
F-i 'INSTALL REPAIR
PROPOSED USE 0,,. •. SFR Q COMM OTHER d '�;/ f
TYPE OF CONSTRUCTION L BLOCK FRAME 0 STEEL
DESCRIPTION OF WORK --
BUILDING SIZE SQ FOOTAGE HEIGHT
QBUILDlNG 0d, VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE Q PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING 1$ � �. � �J'�--• .
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
I
=GAS C ROOFING 0 SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER 0 �,�,.�.�e''"" COMPANY I'1
SIGNATURE .... REGISTERED Y'/ N FEft CURRES Address, 12 O License# c%CCU 39'642'
ELECTRICIAN > COMPANY . SCA
SIGNATURE REGISTERED Y/ N FEE CURREN T7 N Address. r License# �a 639-13-
PLUMBER COMPANY Pluto-
SIGNATURE -� "� �—'� REGISTERED Y/ N FEE CURB A Yl N
Address Z24100a 3361 Z- License#
MECHANICAL COMPANY IQINAIV,
SIGNATURE REGISTERED ( N FEE CU •Y/N /
Address 5- 0. S3' License# V
OTHER COMPANY G
SIGNATURE REGISTERED Y/fN EE CUR N{
Address 3 Li se# � �.
11 ! lIIILtlllllflLlli.iiilillill ° I !. lIIIIII ( [ llllllltll ! ! ! ! I ! 1 ! 1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Farms;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&1 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 wl Silt Fence installed,
Sanitary Facilities&1 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.
- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r r ■ ■ ■ ■ t ■ ■ • ■ ■ ■ ■ • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ L ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■'■ ■
- - - - - - - - - - - - -
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-T-O-Y-OUR-PROPERTY.-IF YOU-INTEND TO OBTAIN-FINANCING-CONSUL-T
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 117.03)
OWNERORAGENT �"
CONTRACTOR
Sub ri e r}dbsworn to(or affirrr* d)befor,me this Subscribed and sworn to(or affirmed)before me this
�- a y
W o is re personally known to me or has/have prodbted Who is/are personally known to me or has/have produced
as identification. as identification.
Yllaw-mv,"If—A Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or st Name of Notary typed,printed or stamped
pu®` Notary Public State of Florida
Michelle Moyes
u�c• K My Commission GG 057321
for EXpireo 12/21/2020
0�
PERMIT APPLICATION
UTILITIES LOCATE CONFIRMATION NUMBER:
PROVIDE SKETCH IN THIS AREA, IF.ADDITIONAL SPACE IS REQUIRED, ATTACH TO THIS
APPLICATION.
AFFIDAVIT: Application is hereby made to obtain a permit to do work and installations as indicated. I certify that all foregoing
information is accurate and that all work will comply with all applicable codes. I understand these codes shall take precedence over all
approved construction documents,and issuance of this permit is verification that I will notify the property owner of Florida Lien Law
req., F.S. 713.
The issuance of this permit does not ensure compliance with deed restrictions and I understand that additional deed
restrictions may apply to this property.
All work shall comply with the current Florida Building Code, Public Works Design Manual and FDOT Design
Standards(if applicable). (Public Works Design Manual online link:www.ci.zephyrhills.fl.us/publicLworks.asp)
APPLICATION IS VOID UNLESS SIGNED WITH PROPER IDENTIFICATION AND WITNESSED BY A PERMIT
TECHNICIAN OR NOTARY PUBLIC.
NOTE: The City of Zephyrhilis is not responsible for maintenance or repairs of driveways. Driveways shall not alter
interfere with existing stormwater treatment and/ or conveyance.
PROPERTY OWNERS: By signing,this application: I"certify that I have read and understand the owner/builder disclosure
statement.-- (please initial)
1),e� sge- LACh-c 1',as
Applicant Print Name I -AP—Pllcant Signature Date
Permit Technician Signature (or) Notary Signature Date
Applicant is personally known to me or produced as identification.
(type of identification)
Page 2 of 3
PERMIT APPLICATION
OFFICE USE ONLY
C_ f
i
— 4isi y
�•>� :P. R N�.
Concrete (min. 6'0 Y N
Asphalt Base (min. 6'0 Y N
Asphalt(min. 11/2'0 Y N
Length (min. 190 - Y N
Width (10'min—20'max) Y N
Existing sidewalk. Y N
New sidewalk. Y N
ADA compliant. Y N
Expansion material required. Y N
Contiguous parking pad. Y N
Triangular flare (3'W x 7'0 Y N
Visibility triangle o.k.?. Y N
Side setback(3'min. R.O.W.) Y N
Plan Review Fee
ri$:'a ?C
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Permit application-approved by: Date:
Page 3 of 3.
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N 89'59'30" E 94.9 �'�8• \
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AREA (PRIVATE)
------------------------,\ 60.3 , •69. ,yo' o� �'�`� (R) N89-58-23"E
,00' ' TRACT D ¢��• 60.00
10.00 uTILITY EASEMENT (PUBLIC) COMMON AREA 83s O p \�� -� 30.00' 30.00'
F (PRIVATE) 9 tij vs `------- -------------- �.
N i N 89'53'52" E 223.45' (NR) C27 �'-
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115.00 108.45 �i� `9 N 89'53'52" E 91.06'
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-
g i °9 N 89'53'52" E 136.96' hC36\
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m i to i I TRACT F (PRIVATE ROADWAY)
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N 89'53'52" E 81.96'
N 89'53'52" E 115.00' N 89'53.'52" E 115.00' GIG _- 47.50'-- _ 35_08'-_- C51,- �m 0
10.00' UTILITY i ,'� r Z \ `ye
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BLOCK 13 z z
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N 89'53'52" E 115.00' N 89'53'52" E 115.00' b ac b i -
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10.00' UTILITY i z W z V zz i 21 0-w DRAINAGE AREA
i BLOCK 14 i 'n i 'n a (PRIVATE)
EASEMENT (PUBLIC) m m $M
$ 17 0 1n g I z
24"(D) COUNTER
AT 30" A.F.F. 46x27 HS BRNZ/TINTED
TYP of (2) 10"x10" SUPPLY WINDOW w/MINI-BLINDS; 1•-6" F3
2 _p" 22-10" 18'-4" AIR GRILLES, TYP• TYP. of (5) � F
(�—PANE
100 AMP 4627115 1.0 TON WALL HUNG HVAC UNIT
120 240Y 10 INSTALLED PER MFG'R SPEC'S
4627HS T w/5 kW HEAT STRIP; 380 CFM
6 18 0 AT .5 IWC, ESP w/FRESH AIR
C 9,-0. P INTAKE - 240v, 35 AMP, 10
30x80 PRE-HUNG T 8LE
INT. DOOR
ma a
8„x16" I 1,3
m •- -- r® ` o 5 ® 5 DUCT .n 1 R'LE24x80 PRE-HUNG
INT. DOOR '(- 14"x28" THRU WALL
24489„ 15'-0" RETURN AIR GRILLE
6 — 4627HS
0 LETTER SIZE FILE
4627145 3680 5
WP CABINET UNDER QaJ
w p" COUNTER; TYP. of (2)
H.D. ALUM EXT. DOOR P"1
12"(D) WIRE MOLD 19—0" z
SHELVING AT 6B" A.F.F � 36x80 w/10"x10" SAFETY GLASS �a (,
TYP of (2) VIEW PANEL, ALUM FRAME;
FLOOR/ELECTyk PLAN TYP.of(2) pi s
FRONTELEVATION 13'-4'11'-9"
ScaLe 3/ 0" 18,_4„ �8�'°'r
SCALE: 3/16"=1'-D
2480H5
I �2'L I /2' 1 1/2"ViR �1 6 -4" 4 1 1/2" 'a O
JILO
2480
I _
DATE:
I1 I/2"V II I/2'v 1.py 4CALE:7
m I -2._-__- iT ��- 3.
3/16"^t•-0"
T 6 1`38 0 DRAY BY;
I I 1Y 5 1
INLET
3/4• CHECKED BY:
W.P.
I 1 1/2" - w . • DRAWING N0.A
U-2007-0037
11/2' 3/4'
FLOOR I FLOOR 19'-0" S°AIAL N0.t
OPTIONAL RESTROOM LNG SIZE:
3" 1 1/2' SUPPLY RISER(OPTIONAL) a'x 26'
CODES WITH PR 3" SCALE: 3/16=1-o" CODES:
FLORIDALORI BUILDING CODE; VAILI . SCALE: N.T.S. N011
NATIONAL ELECTRIC
ORDINANCES ZEPHYRHILLS To M �oLD 1"B°i
A AIN TO MAIN
e ALL SUPPLY LINES SMALL BE 3/4"AND ALL PAGE.
STUB-UPS SHALL BE 1/2 UNLESS OTHERWISE
SPECIFIED, SUPPLY LINE$121140 IS BASED ON I G 3
REAR ELEVATION D,W.V. RISER. (OPTIONAL) AN PS TED AVAILABLE PRESSURE F GB NO Il
60 PSI AT MAIN INL B VET AND SHOULD BE VERIFIED
SCALE: 3/16°=1-0" SCALE: N.T.S. PRIOR TO CON5IRUCTION.RvI• Cl O �q G ZO0
-
PLAN�%Adp/kER"
ELECTRICAL PANEL SCHEDULENON-CODE
LLS (AMPS) CONSTRUCTION
CIRCUIT NOMENCLATURE BREAKER 'IRE
_—__ ❑ 1.3 HVAC DISCONNECT 35A(2P) 10-2 SE
ee HACR TYPE w//10 GRND
2,4 OPEN ELECTRICAL SYMBOLS
5 UGHTS(&FAN) 15A 14-2 NM DUPLEX RECEPTACLE O ,6" A.F.F. •
6.7 RECEPTS 15A 14-2 NM a DUPLEX RECEPTACLE O 42" A.F.F. (UNLESS NOTED)
QT A/C THERMOSTAT O 53' A.F.F. S FIRE STAT
ELECTRICAL PANEL SIZING $ SWITCH O 4B" A•F.F. 3-WAY SWITCH O 48" A.F.F.
DESCRIPTION KVA _ ELECTRICAL PANEL BOX 48" TO BOTTOM
98 Q TELEPHONE JACK AT TELEPHONE JACK AT
0035 kW/SF x 224 _SF x 1.25. -6 RECEPTS 0 180 VA/1000 - __-_L 9R--_ 16" A.F.F. (UNLESS NOTED) 42 A•F.F. UNLESS NOTED
EXHAUST FAN &LIGHT COMBO-IOU CFM (UNLESS NOTED)
- WATER HEATER 0 3.5 kW - 38
1_HVAC 0 5.30 kW"(EA,)
�• _FANS 0.3 kW x 1.25 - 38 l)P "PORCH" (W. PER SPEC) P "FLOOD" W. PER SPEC
LEFT SIDE ELEVATION FLOURESCENT LIGHT FIXTURE-DIFFUSED
RIGHT SIDE ELEVATION - T°T^L kW 32.25 AMPS
SCALE: 3/16°^1-0" TOTAL/240 x 1000 =
SCALE: 3/16"-1'-0" INSTALL 100 AMP PANEL B.W. - BOTTLED WATER DISPENSER ��
120/240 V. 10 PHASE
FULL LENGTH FILLET WELDS ONE SIDE 12 GA. OUTRIGGERS 1 1/2
OF ALL FLANGES AND WEBS AT
ALL OUTRIGGERS AND CROSSMMBERS �
a 48"
�fII 2 F
I I I/a"
" H ___
AG GWALL
STAGGER JOINTS 46" O.C.
3/8" RATED PLYWOOD SHEATHING TO BE FASTENED
3 10 1/4" 1 1/2" TO TRUSSES w/8d NAILS 0 6" D.C. (EDGES) }
AND 12" 0,0. (FIELD)
CROSSMEMBER SECTION 12 GA, CROSSMEMBERS OUTRIGGER SECTION ROOF SHEATHING DETAIL
SCALE: N.T.S. (TO BE LOCATED OPPOSITE OUTRIGGERS AS SHOWN)
SCALE: N.T.S. SCALE: N.T.S.
ROOF COVERING OVET 3/8" RATED O.S,B, Z"
SHEATHING MIN. EXP-1, 20/0. SEE ROOF C
SHEATHING DETAIL THIS SHEET
PRE-ENGINEERED TRUSSES AT 16 O.C.
ROOF TRUSS DESIGN LOADS:
1.50 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION LIVE LOAD 20 PSF TOP CHORD
DEAD LOAD 4 PSF TOP CHORD
V1a W
TO BE PROVIDED BY GABLE AND/OR ROOF VENTS
DEAD LOAD 6 PSF BOTTOM CHORD
NOTE: 50%OF ATTIC VENT1LATION TO COME ?'T
FROM ROOF ENOWALL VENT AND 50%OF ATTIC R-19 ROOF INSULATION w/KRAFTBACK O cv Q
VENTILATION TO COME FROM ROOF/RIDGE VENTS 12 �IBIJr �(
30 GA. x 1 1/2" STEEL STRAP FROM TRUSS �~
TO WALL STUD 0 15" O.C. w/(7) 16 GA. x 1"
RIM MEMBER 2x3 w
SPF #3 MINIMUM STAPLES PER STRAP END. (TYP. SIDEWAIIS) o
EXTERIOR WALL STUDS 2x4 SPF#2 AT 16" D.C.
CEILING INTERIOR FINISH SINGLE TOP PLATE 2x4 SPF #3 WHEN EXTERIOR WALL FINISH
TRUSSES ARE 16" O.C. (TRUSSES MUST
BE LOCATED DIRECTLY OVER WALL STUDS) EXTERIOR WALL STRUCTURAL BRACING
CRIPPLE STUDS 2x4 DOUBLE TOP PLATE 2x4 SPF #3 WHEN SIDEWALLS:
SPF #2 0 16" O.C, TRUSSES ARE 0 24' D.C. BRACING INSTALLATION: DAB
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF 3-21-07
-TYPICAL WINDOW SEE FLOOR ROOF RIM MEMBER TO BOTTOM OF FLOOR JOIST RIM MEMBER WITH SCALE:
2z4 HEADER PLAN FOR SPECIFICATIONS ALL SHEATHING EDGES EXTENDING 3/4' MINIMUM OVER 2" NOMINAL NCf4
LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. DRAWN BY:
SILL PLATE 2x4 SPF#2 MODULE BRACING SHALL BE AT ALL CORNERS AND 0 20'-0" O.C. MAX. J.LB.
CRIPPLE STUDS 2x4 n R-11 WALL w/KRAFTBACKSULATION BRACING
SIMPLEX THERMO-PLY (STORMBRACE) FASTENED w/16 GA,xl"xi/4" O1ECCID BY:
SPF #2 0 16" O.C. STAPLES 0 3' O.C. (EDGES) AND 0 6' D.C. (FIELD), OR USE THE DRAWING NO,0.
5/8' PLYWOOD, STURD-I-FLOOR, T&G 75 1/2' SAME STRUCTURAL BRACING MATERIAL AND FASTENING METHOD ,19-2007-D037
EXP.-1, 24' D.C. FASTENED WITH 100% AS SPECIFIED FOP ENDWALLS.
PVA GLUE COVERAGE AND APPROVED 6Ef1IAL No y
MECHANICAL FASTENERS T & G JOINT ENDWALLS:
48'FYI'. BRACING INSTALLATION: BU1Lix6G S2E
BOTTOM PLATE 2x4 SPF#3 STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF 8' 28'
__1[
ROOF TRUSS TOP PLATE TO BOTTOM OF FLOOR PERIMETER RIM JOIST CODES:
30 GA. x 1 1/2" STEEL STRAP FROM WTH ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF NON
WALL STUD TO FLOOR JOIST AT OPENING THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.
STUDS AND AT 16" O.C. WITH (7) BRACING MATERIAL:
16 GA. x 1" STAPLES PER STRAP END. SIMPLEX THERMO-PLY (STORMBRACE) FASTENED w/16 GA.xl"x1/4" '
(TYPICAL SIDEWALLS &ENDWALLS) STAPLES 0 3" O.C. (EDGES) AND 0 6' O.C. (FIELD), OR USE THE i ACE.
SAME STRUCTURAL BRACING MATERIAL AND FASTENING METHOD 2 of 3
(1) 3/8" x 3 1 2' LAG SCREW I-BEAM - M1Ox9 AS SPECIFIED FOR ENDWALLS. toe NO fi
THROUGH FLANGE INTO FLOOR JOIST 4i, 4 {
AT EACH OUTRIGGER AND AT
I—BEAM (TYPICAL)
OUTRIGGER AND CROSSMEMBER
SPACING 48" O.C.
MAXIMUM ", ti RIM JOIST 2x6 SPF#2
NON CODE
R-11 FLOOR INSULATION w/KRAFTBACK �
.040" ASPHALT BOTTOM BOARD (TYP.)
CROSS SECTION FLOOR JOIST 2x6 SPF#2 AT 16" O,C, CONSTRUCTION
SCALE: N.T.S.
INTERIOR FINISH MATERIAL: EXTERIOR FINISH MATERIAL: GENERAL CROSS-SECTION NOTES:
CEILING: 1/2 INCH GYPSUM BOARD INSTALLED PER MANUFACTURER'S 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36.
SPECIFICATIONS. (PRE-FINISHED) ROOF: 30 GA. GALVANIZED METAL ROOF COVERING INSTALLED PER YIELD STRENGTH = 38 KSI,
NOTE: WHEN SUPPORTS ARE 24" O.C. AND WET SPRAY-ON FINISH MANUFACTURERS SPECIFICATIONS. 2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME 818.2.1. Fyb = 60 K.S.I. MIN.
15 USED, GYPSUM BOARD SHALL BE 5/8 INCH THICK OR
GOLD BOND 1/2 INCH HIGH STRENGTH CEILING BOARD OR
EQUAL SHALL BE USED. WALL: .019 INCH ALUMINUM SIDING OVER APPROVED MOISTURE
BARRIER AND/OR BRACING MATERIAL.
WALL 3/8" VINYL COVERED GYPSUM - R/RM ONLY;
5/16" WOOD PANELING - REMAINDER SET`
INSTALLED PER MANUFACTURER'S SPECIFICATIONS. Xl
FLOOR: BLOCK TILE - THRU OUT
SEE MODULAR BUILDING PLANS FOR SIZE
F00 5th EDITION(2O14)
COMPLUANGE STATEMENT:
1.BASIC NIND SPEED-SEE CHART
U.RUSS 551585-NSF II
15310 5X1C155318 5. 9'-4" O.C. MAX.
4,1NTERRACP�IRE GOEFF.:;0.18
FOUNDATION NOTES:
F.TT F.T F.T. F.T.
GROUND ANCHOR NOTE _ I _ _ _ _ - - - P 1 MATERIAL SPECIFICATIONS:
GENERAL NOTE:
13I
5TALLZER PLATE.ARE NOT REQUIRED YVITH SOIL&SITE PREPARATION:
INSTALLATION.HO/NEVER,ANY UNSTABLE SOIL O 1.FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
ER
GONDTIONS THAT MAY IMPACT THE GROUND 2000 PSF.ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT
ANCHORS ABILITY TO RESIST UPLIFT MUST BE US
BROUGHT TO THE ATTENTION OF THE ARGHPSCT. _ _ TO THE ATTENTION OF THE ARCHITECT,
2.FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL.COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95%
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
PIER B STRAPPING 5GHEDULE
3.EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED WITH SOIL WHICH IS 2
- - - - - - FREE OF ORGANIC MATERIAL,CONSTRUCTION DEBRIS,AND LARGE ROCKS. O ' -o
20'BOX 4 PIERS PER SIDE
20'BOX 130 MPH 3 STRAPS PER 511E 4.LESSEF/END USER IS RESPONSIBLE FOR INSURING THAT SITE/SOIL CONDITIONS U
20'BOX 140 MPH 4 STRAPS PER 511E MEET OR EXCEED THE REQUIREMENTS SHOWN.
20'BOX 150 MPH 4 STRAPS PER SIDE 7'-0' Q.C. MAX"
20'BOX 160 MPH 5 STRAPS PER 511E
20'BOX 110 MPH 6 STRAP.PER SIDE(HVHZ) BASE PAD: (' n u_
20'BOX 180 MPH 6 5TRAP5 PER SIDE(HVHZJ
1.PIER FOOTING TYPE"A"SHALL BE 18"X16"ABS PAD OR 16"Xl6"X4",2500 PSI
28'BOX 4 PIERS PER SIDE CONCRETE PAD.PIER TYPE"B"SHALL USE(3)16"X18"PADS STACKED. LN
28'BOX 130 MPH 4 STRAPS PER SIDE Z
28'BOX 140 MPH 4 STRAPS PER SIDE 2.CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO
28 BOX 150 MPH 5 STRAPS PER SIDE LESS THAN 2500 PSI AT 28 DAYS.
28'BOX 160 MPH 5 STRAPS PER 5510
28 BOX 110 MPH 6 STRAPS PER SIDE(FE/HZ) SEE MODULAR BUILDING PLANS FOR SIZE
28'BOX 180 MPH 1 STRAPS PER SIDE(HVHZ) MASONRY UNIT:
32'BOX 5 P855 PER 5IDE NOTE LESSEE/END/END USER 5 RESPONSIBLE FOR LOCAT1Nv z 00
32'BOX 130 MPH 4 STRAPS PER SIDE 1.PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"X8"Xl6"CONCRETE MASONRY N
32'BOX 140 MPH 4 STRAPS PER SIDE ALL LNMR6ROUNP UTILRE5 AND OBTRUSCTION UNITS CONFORMING TO ASTM C-90.
S. J F
32'BOX 150 MPH 5 STRAPS PER SIDE
32'BOX 150 MPH 6 STRAPS PER SIDE Nor E;LE55EF s USER 5 REBPONSBLE FOR CONDUCTING 1.V y
WOOD&SHIM MATERIAL
32 BOX 110 MPH 1 STRAPS PER SIDE(HVHZ)
32'BOX 180 MPH 1 STRAPS PER SIDE(HVHZ) A•PULL TEST'P REWIRED FOR PERMITTING. I I 1,ALL WOOD BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED. a/ o
B R NOTE
SYMBOLS Q ¢a
LESSEE/ENDLESSEE/ENDUSER RESPONSIBLE FOR 8430556 THAT GROUND ANCHORS:
5475/SOS 508408055 MEET OR EXCEED THE RECZ)IREMENT5 5HOOHS/El. YFT FRAME TE-ROMT FASTENED 1.GROUND ANCHORS SHALL HAVE 4725#MIN.ULTIMATE CAPACITY&SHALL BE o 0
To 650 ND ANC OR INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. "g
CO508408055
FOUNDATION PLAN
SCALE:3/8'=r-0^ I TIE-DOWN STRAPS:
�gm
1.THE TIE-DOWN STRAPS SHALL BE I'Y'X 0.35"GALVANIZED STEEL QQS-781-H TYPE 1
FINISH-B,GRADE-I,TIE-DOWN STRAPS ANC CONNECTING HARDWARE SHALL HAVE
4725#MIN.ULTIMATE CAPACITY. ^�y
INSTALLATION SPECIFICATIONS: l--�
SOIL&SITE PREPARATION: rO�
1.WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY,DOWN SPOUT, V
r-6' T-6" SCUPPER,OR OTHER RAINWATER COLLECTION OR DIVERSION DEVICE,PROVISIONS
SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE WATER AWAY FROM
P.T.SIS SHIMS
I I PT.3085H8415 THE FOUNDATION,
oPnoNAL cAP e xK 2.FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.
2-4,185/0"' CAP BLOCK Y ILI
THE AREA UNDER FOOTINGS,FOUNDATIONS,AND CONCRETE SLABS ON GRADE
SHALL HAVE NO VEGETATION,STUMPS,ROOTS,AND FOREIGN MATERIAL REMOVED
16'x18"91/8•ASS PAD Bk8ki6'BLOCK Y •,', PRIOR TO THEIR CONSTRUCTION.FILL MATERIAL SHALL BE FREE OF VEGETATION
(3)16'X18'AB5 PADS 2-9'xe'x16'BLOCK
NOTE MAXMUM OF(2)LAYBRSAND FOREIGN MATERIAL.
1'-6" OF Y10.DD MAYBE LF.�. NOTE:MA'CtMM OF(2)LAYERS 1-b"
I 2-8" I OF FOOD MAY BE US/D. 3'0
Q)
MASONRY UNTO
PIER'A' 16k18'x3/4'ABS PAD NOTE EACH ADDITIONAL COURSE OF BLOCK (3/1551853/4'ABS PADS STACKED 1.LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPEN AL DICULAR OR PARALLEL 0
(MINUTE MAN PRODUCT OR (MINUTEMAN PRODUCT OR AN APPROVED ca
SCALE:3/4"=T'-0 AN" APPROVED REAL) MUST BE SET PBEPNDICULAR TO THE PREVIOUS EQ>aU TO THE FRAME.MAXIMUM OF(4)COURSES,(32"HIGH)UNLESS OTHERWISE NOTED, LL
2.FOUNDATION WALLS OF HOLLOW MASONRY CONSTRUCTION SHALL BE
PIERS 32"-40" CAPPED WITH 4"OF SOLID MASONRY OR CONCRETE,OR SOLID 2x P.T.LUMBER. WN E
3.CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C 90 STANDARDS. L.L
SCALE:3/4"=('-0" 4.CONSTRUCTION OF DRY-STACKED,SURFACE BONDED MANSONRY WALLS WHEN ) v
SPECIFIED,INCLUDING STACKING AND LEVELING OF ALL UNITS.MIXING AND THE
APPLICATION OF MORTAR,CURING AND PROTECTION SHALL COMPLY WITH ASTM O O
C 946. O U)
® ®® "'-rwLL TIE-DOWN STRAPS: r
• 1.THE FIRST TIE-DOWN STRAP FROM THE ENDWALL SHALL NOT EXCEED 2'-6". Z FRAME 15-3053 2. OF GROUND ANCHORS.
® ® ® sexy ND0 2.REFER TO TIN-DOWN CHART FOR MINIMUM NUMBER D 1-PFAMEfBt RNL E
co
9 "NJ
��i '�i FR}IE FBEAM Q�
FRAME OJTR(iGFR BEYOND
p� 5' _ GROSS MEMBER BEYOND Q
TIE-DOl'P1 STRAP
PIER TYPE A nYP)
ss aV a.•.
yI o TESTES 85531/
CONSULTING ARCHITECT
THOMAS L.MELTON
FLORIDA#AROO17033
TYP.ANCHOR TYPES
SCALE:-NITS- TYP.5501/NP ANCHOR
REVISION DATE: DATE:
06-05-2015
DRAWN: R.C.S.
JOB#: STOCK
BBSECTION TIE DOWN,SIDEWALL(TYP.) SHEET NO.
SCALE:3/4"=I'-0" A4
® COPS/Al 287-MDDUUR PLANS DESIGN,CU