HomeMy WebLinkAbout19-20981 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20981
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20981 Address: 39649 QUARTZ DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: EMERALD POINTE
Est. Value: Parcel Number: 24-26-21-0060-00000-1720
Improv. Cost: 1,500.00 OWNER INFORMATION
Date Issued: 3/27/2019 Name: SMITH, CARL & MARGIE
Total Fees: 75.00 Address: 39649 QUARTZ DR
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 3/27/2019 Phone: 813-431-0030
Work Desc: INSTALLATION WALL & DOOR 3 X 14 FOR STORAGE AREA
CONTRACTORS APPLICATION FEES
HOMEOWNER BUILDING FEE 75.00
Ins ections Required
FOOTER 2ND ROUGH PLUMB INSULATION CEILI G
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 maybe 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.
"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 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.
CONSRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
' Building Department
Date Received / --( Phone Contact for PermittinglNumber
Owner's Name l_Ioor 1 /7 rn�V l 76�✓7'1 I+Yl Owner3' 3l^00•3D
Owner's Address 3 7 l(J 7 C��J �+z ✓7(• Owner Fee Simple Titleholder Name Owner
Fee Simple Titleholder Address +p�
JOB ADDRESS 1 ',.LQY I Z LOT
SUBDIVISION 7 PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR® ADDIALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION Q� 1 BLOCK FRAME STEEL
J =
DESCRIPTION OF WORK
BUILDING SIZE SO FOOTAGE HEIGHT
YITrI`TP94r�f�r"1TPI�PTr�IT�1TI�fTIR`PITI"PT•1"'1"I'YT9"�FTrrTIT�rrfTTRYF'iT
=BUILDING $ f=/'/1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ 1 V V AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER / COMPANY l{a rule oto ne r
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LZIN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllllllllllllllllllllllllllllllllll
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,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge 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&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.
Directi.n-11--i-1-1--i-1-f-1-1-t-b-1-1-4.1-4.4-L-N-N-1-l-i•1-1--1-�1�F-1-{-6-i-1-1-I�-1-f-t-1--1�-F-i-F-i-!-N-1--1�1-4.6-6-F-a-
Directfons:
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 Allomey(for the owner)would be someone with notarized letter from owrfer'authorizing same' ' .- --
OVER THE COUNTER'PERMITTING '(copy of contract required) 5 i
Reroofs if shingles Sewers Service.Upgrades A/C Fences(Plot/Survey/Footage) {
Driveways-Not over Counter if onpublto 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.
CONTRACTOWSIOWNER'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"V"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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.
OWNER OR AGENT (/( CONTRACTOR 1' J,0�qyf"_
bscr!bed and swor o off n I fore m�(his�M`}��r• $ubs�ri��and byorn t �raffirme )'a t me,thiSAA
is re personally known tome or has/have produced Who is/are personally kno tom or has/have produce J
C7,�.,$A- as identification. et• .�erA4� Xn Cx_e—S+ as Identification.
Notary Public Notary Public
cc C ssion o.
JAC4UEUNEBOGE3
Na P, ; Ofli fl Name d,d
Expires December 12,2022 = ' Commission#GG 276457
SwWTtw Troy Fain Wurmin8OMS-7019 :off ExpiresDecember12,2022
BOMW Ttw Troy Faln Insumnte 800 W7019
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
have read and fully understand and
agree to the provisions of this instrument.
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile, that he or she
actually occupies, or will occupy by said domicile, and same is not for
rent, lease or sale. That he or she shall comply with the following conditions:
1. That the owner and he or she alone shall act as the builder for all phases of
construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work.
4. That in the event the Building Inspector shall require corrections to be made,
the owner will assume full responsibility to insure they are made, and upon
completion will call for a reinspection before proceeding with the building.
S. That the owner shall assume full responsibility for the construction and will
not expect supervision of his work from the City of ZephyrhillB Building
Department.
6. That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. A written request from this office shall
constitute an official notice to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws in regard to
social security, workman's compensation, lien laws, etc. , where applicable.
8. That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
9. State law requires construction to be done by licensed contractors. You have
applied for a permit under an exemption to that law. The exemption allows
you, as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a license. You must provide direct
onsite supervision of the construction yourself. You may build or improve a
one-family or two-family residence or a farm outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $75,000.
The building or residence must be for your own use or occupancy. It may not
be built or substantially improved for sale or lease. if you sell or lease a
building you have built or substantially improved yourself within I year after
the construction is complete, the law will presume that you built or
substantially improved if for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building. it is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not
licensed to' perform the work being done. Any person working on your building
who is not licensed must work under your direct supervision and must be
employed by you " which means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensation for that employed, all as prescribed by law.
Your construction must comply with all applicable laws, ordinances, building
codes, and zoning re lations.
A0
OWNER'S SIGNATURE DATE *511
ADDRESS
PHONE
WITNESS PERMIT #
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: S ► c.--,c I �- U J /,(,
Date Received: 7 l
Site: 3 [0 y 1 V�1��Z p?-
Permit Type: ors+o bit, it 01- ovoy-
Approved w/no comments:EYJ Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
MAR 209
Kalv' i er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
•
P,O .
Name -U�= Lot',
LOT IMPROVEWlEx NT :
PERMIT
EMMRALD POINTE BOA►RD OF DIRECTORS
APPROVED BY: r:,,.. 4 DATE:
PROPERTY EVALUATION COMMITTEE _
APPROVED BY: DATE:
EXPIRATION DATE.:- 0
�.
INSPECTION BY: DATE: : =
`
I-NT
FINAL INSPECTION BY: - DATE: �
PLEASE.RETURN TO LOT WROVEMN[ENT COMMITTEE
' -. -' OF_i.ot Iinpravomcnt-.L.dac 1'1l241'20.14 •, �
All lot improvement requests must be submitted no later than Wednesday by 2:00 to be
processed on the following committee meeting day.All permits must be posted visible to the
street.
Date Recd LOT nDROVMW REQUEST Permit No fs /0
To: EPPOA Lot Improvement Committee & Board of Directors
From (please print S i*6L
Lot#/Address: to #- e?aarle
Phone number where you can be reached: 61 - 4,3 Cep so
We request EPPOA approval for construction, addition to our Installation, on the
following:
Shed ( )Lanai O%IRV Port )Park Model Cottage ( )Concrete Slab Pavers
Concrete Painting RV Skirting Landscaping ( }other
All requests for construct:Lou/neAit;ions/x-emooeldzg are required to have a complete,
detailed/sketch, to Include footprint, setbacks, front elevation, back elevation, left a
right side elevation and top elevation. All elevations must Include all sizes and
locations of windows and doors, with length, width and height of the overall structure.
Park models-are. to include pamphlet with pictures. In addition, all requests require and
must Include the full description, including color of siding, trim, shutters, doors,
pavers and concrete painting If applicable. "PRIOR TO BEGINNING CONSTRUCTION11 a'cavy of
the Zephythills building permit and.a copy of the completed -engineering plans must be
RETUMMD to the "LOT IMPROVMEM COMMITTEE" these will be returned to you for
construction. Upon completion of your construction a complete copy of the engineering
drawings of the structure, (as built) permits, inspections and final permit approvals
must be returned to the Emerald Pointe Lot Improvement Committee for Office filing.
ALL REQUESTS MUST COMPLY WITH CURRENT REQUIRED PERMITS FROM THE CITY OF
ZEPHYRHILLS, PASCO COUNTY, OR STATE OF FLORIDA CURRENT BUILDING CODES.
Comments:
U4 11 At 510raae. e 2&4all lnyck aloor.
Lot Owner's Signature Date 16
941p- Am"�-k
Page 2 of 4
PRaouGT APPRCwL CODE a111Rr HEADERS SPAN jg
0 BEARING WALL SIZE 'W" STUDS I HEREBY CERTIFY THAT I HAVE WED
THIS PLAN AND FOUND IT TO BE
SI SON SP1 FL10436 (2) 2"x4" 4'-4" 1 COMPLIANCE WITH 7 FB 6TH
SIYPSON H10A FL10456 EDITION RESIII)
SRrSON H23A FL10466 (2) 2'x6" 6"-4 1 1 \O
SWSON H2.5T FL10446 (2) 2'xB" B'-0" 1 0 ••�•• L
STUD
P2 SIMPSON RSP4,LSTAi2, 2X6 DOUBLE TOP PLATE SMSON WSON DSP LSD/MSTA FL13672 (2) 2"x10" 9"-6" 2 i P •• • •••
SP2 OR EQUN.@ EACH
SR6SON CS16 FL135n (2) 2'x12' 11"-6" 2
ALL CONNECTORS AND FASTENERS IN CONTACT `� • •:
DBL.HEADERS W/}"PLWD.SPACER GLUED '� •
W/TREATED WOOD SHALL BE ZINC COATED X * s 8 •GALVANIZED STEEL OR SIMPSON'ZMAX' NAILED W/16d NAILS @ 24"O.C.(2 ROWS
E - 2X6 CRIPPLE STUDS @ 16'O.C STAGGERED) �" • Tqr
•
SEE NAILING NOTE A� ++`O� •
DBL 2X HEADER PER CHART ( 1 + ••it +�
W/1/2"CDX PLYWOOD SPACER FASTEN ROOF TO BEAM WITH \ *�/ •••4rw•+•••
SIMPSON LSTA OR
EQUIV. #12X4"SMS W/1-1 4"Ø
2X6 WALL STUDS @ 16"O.C. NEOPRENE WASHER
12X6 FULL @ 8"O.C.PER PANEL
LENGTH/KING STUD
PROFESSIONAL ENGINEER SEAL
2X6 JACK STUD
INSTALL DOOR IN OPENING PER _ ENGINEER OF RECORD
ATTACH JACK TO CONT. INSTRUCTIONSS INSTALLATION David W.Smith P.E.
STUD W/12d NAILS @
24"O.C. FLORIDA LICENSE NUMBER 53608
36•x "EXT.STEEL DOOR 2X9 ALUM.CARPORT BEAM
OR SOLID CORE DOOR }"PLYWOOD SCREWED TO
SIMPSON SP1/SP2 OR EQUIV. THE BEAM FOR PLYWOOD Thomas
a NS Hanson
UM EonP E
AT TOP&BOTTOM OF STUDS,TYP. NAILER FASTEN 2X6 TOP PLATE TO ALUM.
2 ROWS#10X1"SMS @ 16"O.C. BEAM W/#10X2}"SMS @ 16"O.C. Mark Ronald Dunn,Jr.P.E.
FLORIDA LICENSE NUMBER:73968
1 CDX PLWD.SHEATHING& 2X6 WOOD STUDS @ 16"O.C." Joel Falardeau P.E.
VAPOR BARRIER,FINISH W/ FLORIDA LICENSE NUMBER:70667
SIM@ STUUDSDS TOO P BASE PLATE T T oS EQUEQUIV. VINYL SIDING
@ S
2X6 P.T.BASE PLATE FASTENED W/}"0 WEDGE FRAME WALL ATTACHMENT UNDER CARPORT BEAM Erik Stuart P.E.
ANCHORS W/STANDARD WASHERS,12"FROM FLORIDA LICENSE NUMBER 77605
CORNERS,6"FROM OPENINGS AND 24"O.C.
Ij
W/4"MIN.EMBEDMENT TYP.
WALL FRAMING FOR
DOOR OPENING 3"COMP.PANELS FASTENED TO 2X9 FASTEN 3"COMP.PANELS TO TOP PLATE
CARPORT BEAM W/S"0 LAG SCREWS W/NEOPRENE
--- WASHERS,11"MIN.EMBEDMENT,@ 8"O.C. FBC Plans&Engineering
-
L----- ---- Services,Inc.
FASTEN 2X6 TOP PLATE TO ALUMINUM SIMPSON RSP4,LSTA12,SP2 OR 6272 Abbott Station Drive Unit 101
SIMPSON RSP4,LSTA12,SP2 OR BEAM;SEE DETAIL THIS PAGE EQUIV. Phone:h813 788 5314
EQUN. ( )
DBL.2X HEADER WITH 1/2"PLYWD.SPACER Fax:1-(866)-824-7894
OVER DOOR.SEE HEADER TABLE 2X BLOCKING FOR PANEL SPLICE WHERE email:erb@tbcplans.com
WALL HT.EXCEEDS PANEL LENGTH Website:www.fbcplans.com
C.O.A.-#29054
2x6 CRIPPLE STUDS @ 16"O.C. INSTALL DOOR FOLLOWING MANUF.INSTALLATION
1/2"CDX PLYWOOD OR 776"OSB INSTRUCTIONS DRAWN BY: W.P.
"OSB SHEATHING,SEE NAILING NOTE SHEATHING
VINYL SIDING OF CHOICE APPLIED PER DATE: 2/18/19
MFG'S SPECS. REVISION: DATE:
SIMPSON LSTA OR EQUIV. WALL PANELS(PLYWOOD)NAILING NOTE:
DBL 2X HEADER PER CHART
W/1/2"CDX PLYWOOD SPACER SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES.(SEE RO 1
NAILING NOTE).COVER WITH AN APPROVED WEATHER NAIL 8d NAILS 6"O.C.@ EDGES&12"O.C.IN FIELD.
RESISTANT BARRIER SUCH AS POLYETHYLENE HOUSE WRAP ROWS OF NAILS SHALL BE}"MIN.FROM PANEL RO 2
INSTALL WINDOW IN OPENING PER MFG'S SPECS. EDGES.PLYWOOD SHEATHING SHALL OVERLAP
2X6 JACK STUDS PE PER INSTALLATION BOTH TOP&BOTTOM PLATES.ALL FASTENERS R0 3
CHART INSTRUCTIONS
ATTACH JACK TO CONT. 2"X6"P.T.STUDS @ 16"O.C. NAILED PER MFG.'S SPECIFICATIONS. RO 4
STUD W/12d NAILS @ 2X6 SILL
24"O.C. 2X6 P.T.BASE PLATE
PROJECT ADDRESS:III SPl
SIMPSON SP1 OR EQUIV.
TOP&BOTTOM OF CRIPPLE STUD,TYP. 1/2"0 WEDGE ANCHORS W/STANDARD WASHERS,12"FROM CARL SMITH
CORNERS,6"FROM OPENINGS AND 24"O.C.WITH 4"MIN. EMERALD POINTE
2X6 CRIPPLE STUD S @ 16"O.C. EMBEDMENT AND-1-3/4"MIN.EDGE DISTANCE TYP. 39649 QUARTZ DR.
ZEPHYRHILLS, FL
--�- -- CONTRACTOR:
SIMPSON DSP OR EQUN.
@ STUDS TO BASE PLATE EXISTING SLAB OWNER
2X6 P.T.BASE PLATE FASTENED W/}•0
WEDGE ANCHORS W/STANDARD
WASHERS,12"FROM CORNERS,6"
FROM OPENINGS AND 24"O.C.
W/4'MIN.EMBEDMENT TYP. WALL SECTION
WALL FRAMING FOR WOOD FRAMED SHED
WINDOW OPENING
I HEREBY CERTIFY THAT I HAVE VIEWED
-------------------------� THIS PLAN ANDFOUNDITTO E COTM------ ---- -------------1-� EDTONiI_` � A C6T
EX. 2X9 SMB .��a '•.''• t/ '! H _____
se
I _n
EXISTING MOTOR I I I PROFESSIONAL ENGINEER SEAL
HOME PORT
ENGINEER OF RECORD
I David W.Smith P.E.
FLORIDA LICENSE NUMBER:53608
I Thomas L. Hanson P.E.
EXIST. I FLORIDA LICENSE NUMBER:38654
NEW STUD WALLS SHED Jr.Mark Ronald Dunn, P.E.
UNDER EXISTING ROOF I FLORIDA LICENSE NUMBER:73968
I __________ ______________________ Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
SIDE ELEVATION 3'-0" Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
EXISTING 2X6 WALLS AND EXISTING 3"X.032", 1 LB.
EXISTING ROOF DENSITY EPS FOAM COMPOSITE
__ _ PANEL ROOF, FL 7561 OR EQ. EX. 2X9 SMB
_ _ _ ____ _I FBC Plans &Engineering
I
I I Services,Inc.
6272 Abbott Station Drive Unit 1O1
I Zephyrhills,fl.33542
I I Phone:(813)788-5314
I I Fax:1-(866)-824-7894
I I I Website:www.fbcplans.com
I C.O.A.-#29O54
DRAWN BY: W.P.
I I I I o DATE: 2/18/19
oI I I i REVISION: DATE:
I I RO1
{ I ( RO 2
RO3
I j EXISTING 2X6 WALLS "l _____ ________________ _______
RO 4
I PROJECT ADDRESS:
I
I I EMEERALD POINTE
I ( I ZEPHYRH LLS, FL R.
EXISTING CONCRETE SLAB AND
8"X8" FOOTER 14'-0" CONTRACTOR.
RE-FRAME EXISTING WALL FOR NEW OWNER
DOOR OPENING. INSTALL DOOR PER REAR ELEVATION FRONT ELEVATION
MANUFACTURER'S INSTALLATION 1/4"=1'-a" 2"X6" P.T. STUDS ® 16" O.C. /4"s1'-0"
INSTRUCTIONS FINISHED WITH VINYL SIDING
REPLACE VINYL SIDING AS NECESSARY TO
MATCH EXISTING AROUND NEW OPENING PLAN/ELEVS
• I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EDITI`ll"� "tiXISTING
/248 _.
•
•. TATS ��
s •
i s ....•NG� ee♦
12'-0" 14'-0" PRbFHS�I � INEER SEAL
ENGINEER OF RECORD
NEW David W.Smith P.E.
36X80 FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr. P.E.
EXIST. FLORIDA LICENSE NUMBER:73968
EXISTING BATH SHED I
Joel Falardeau P.E.
IFLORIDA LICENSE NUMBER:70667
I Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605_-' '1" :EXISTING 2X6 WALLS
UNDER EXISTING ROOF I
NEW STORAGE
O
I •
36X80 36X30 SH FBC Plans&Engineering
,
Services,Inc.
t� 1 6272 Abbott Station Drive Unit 101
I Zephyrhills,fl.33542
EXISTING CABANA NEW SHED WALLS UNDER I
12'X30' EXISTING ROOF ( I Phone:(813)788-5314
i Fax:1-(866)-824-7894
11
I Website:www.fbcplans.com
I ( I C.O.A.-#29054
EX. 2X9 SMB DRAWN BY: W.P.
EXISTING MOTOR I I DATE: 2/18/19
HOME PORT AND
EXISTING COMPOSITE I I REVISION: DATE:
PANEL ROOF
RO 1
1
RO2
EXISTING CONCRETE SLAB AND I RO 3
I 8"X8" FOOTER RO 4
PROJECT ADDRESS:
CARL SMITH
EMERALD POINTE
39649 QUARTZ DR.
FLOOR PLAN ZEPHYRHILLS, FL
1/4'=1'-O'
CONTRACTOR:
OWNER
PLAN/ELEVS
General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED
S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5.SCREENING MATERIAL SHALL BE 18X14X0.013 OR THIS PLAN AND FOUND IT BE IN
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE WITH AS 7-1 AND FBC 6TH
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITI( \I> I H fe,EXI ING
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 ICI
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL ����O,e •so
MINIMUM,3 i/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7.ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR Q' •°•e 1,, ° '•
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO Q ; •
APPROPRIATE ACI AND ASTM RE UIREMENTS MAY BE USEDEGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY •
Q CIRCUMSTANCES BY DRIVING WITH A HAMMER. OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S • 608
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADENON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR •
REQUIREMENTS AND TLLNWABLE LOADS A AND O SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD
*C
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO • ST'4 r ,
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. 3280.105 FASTENERS SHALL BE A MINIMUM OF SAE • • .�
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. •sii I
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NEW WOOD WALL FRAMING FOR STORAGE c ,1
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR UNDER EXISTING CARPORT ROOF
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS.
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: PROFESSIONAL ENGINEER SEAL
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
WATER REDUCING AGENT-ASTMC494. G-185. 1. RISKCATEGORY: I ENGINEER OF RECORD
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. ULTIMATE DESIGN WIND SPEED Vult;(3 SECOND GUST): 130 MPH David W.Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE FLORIDA LICENSE NUMBER:53608
JI 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 3. WIND EXPOSURE: B
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 4. NOMINAL(Vasd)WIND LOADS: ENCLOSED Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS INTERNAL PRESSURE COEFFICIENT: +/-0.18
ASTM E 119
RECOMMENDATIONS. FLORIDA LICENSE NUMBER:38654
� - ASTM E 1300 COMPONENT&CLADDING PRESSURES:
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 ROOF:ZONE 1:8.9/-21.8 WALLS:ZONE 4:21.8/-23.6
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA ASM35,AND SPEC FOR ALUMINUM PART 1-A,&1-B ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10 Mark Ronald Dunn,Jr.P.E.
VISIBLY FREE TF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 ZONE 3: 8.9 55.0 FLORIDA LICENSE NUMBER:73968
SPALLING OR OTHER DETERIORATION. /
ASTM C150 SOLID ROOF(MWFRS): 20 PSF
B.MASONRY: ASTM C33 Joel Falardeau P.E.
ASTM C260 5. SOLID ROOF TYPE:
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 FLORIDA LICENSE NUMBER:70667
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 EXISTING 3"X.032",1 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF,
TYPE M OR S MORTAR. FL 7561 OR EQ.
ASTM A185 Erik Stuart P.E.
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) DEFLECTION: L/180 FLORIDA LICENSE NUMBER:77605
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION MAXIMUM ALLOWABLE SPAN: 14.06'
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL SITE SPECIFIC DESIGN SPAN: 14.00'(EXIST)
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 6. EXISTING 4"SLAB AND 8"X8"CONCRETE FOOTER PER SECTION'A'OF
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: GENERAL NOTES AND SITE SPECIFIC DETAIL EXISTING CONCRETE SHALL
HEIGHT. THE FOLLOWING ESENTALL LIST OF ABBREVIATIONS USEE IS RN WT INTENDEDGS,BUT BE ADEQUATE TO WITHSTAND THE LOADS FROM THE PROPOSED ADDITION
TO REPRESENT THOSE USED ON THESE DRAWINGS,BUT
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans &Engineering
1.TYP--TYPICAL
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 2.SIM--SIMILAR Services,Inc.
MINIMUM REQUIREMENTS O OF 6005 FOR
TS FOR ING WITH A 3.UON—UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. S.CO COVI OT--CONTINUOUS
Ze h hills,tl.33542
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4 4. VERIFY IN UOUSFIEL P
0.024"SHALL APPLY. Phone:(813)788-5314
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: Fax:1-(866)-824-7894
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING ALUMINUM STRUCTURAL MEMBERS ebsite:www.tbcplans.com
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC WORK SHALL COMPLY WI'T'H PREYAN.I ail:erb@fbcplans.com
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, HOLLOW SECTIONS ES FLORIDA BUILDING CODE,
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY: W.P.
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2:---------------------------------------2"x 2"x 0.044" ATONAL ELECTRIC CODE,
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. 3 x 2:---------------------------------------3"x 2"x 0.050" ) D THE CITY OF ZEPHYRHILLS DATE:ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 3: 2"x 3"x 0.050" RDINANCES
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 2 x 3:---------------------------------------2"X 3"x 0.070" REVISION: DATE:
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR 2 x 4:--------------------------------------2"x 4"x 0.050"
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2 x 5:---------------------------------------2"x 5"x 0.050" RO 1
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTORAND
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER RO 2
USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A - OPEN BACK SECTIONS
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 1 x 2:----------------------------------------1"X 2"x 0.040" REVIEW DATE MAR1 3 2019 RO 3
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 1x3:----------------------------------------1"x 3"x 0.045" RO 4
"REMOVABLE
75 MPH"ANEL SHALL BE SHALL SH BE WHEN
O IT IS CITY OF ZEPHYRHILL
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SNAP SECTIONS PROJECT ADDRESS:
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A PLANS EXAMINER
D.FASTENERS: 2 x 2 Snap:----------------------------------2"x 2"x 0.045'
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 3 Snap: 2"x 3"x 0.050', CARL SMITH
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 2 x 4 Snap:---------------------------------2"x 4"x 0.045" EMERALD POINTE
WITH ACQ PRESSURE TREATED WOOD. SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 39649 HIUARTZF DR.
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME SELF MATING (SMB)
L.
FLAT WASHERS AND NUTS. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 4 SMB:---------------------- 2"x 4"x 0.044"X 0.100"
1i 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING CONTRACTOR:
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 5 SMB: 2"x 5"x 0.050"x 0.118'
ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" OWNER
3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
CONTRACTOR 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
ENSURE BONDING AGENT IS USED FIRST.
NOTES