HomeMy WebLinkAbout18-20350 CITY OF ZEPHYRHILLS
5335-8TH sTREE1"
(813)780-0020
BUILDING PERMIT
PERMIT INFORMATION -LOCATION INFORMATION
Permit Number: 20350 Address: 5422 23RD ST
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 12-26-21-0040-00500-0020
Improv. Cost: 4,600.00 OWNER INFORMATION
Date Issued: 10/23/2018 Name: GEOHAGAN, LARRY
Total Fees: 97.50 Address: 5422 23RD ST
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542
Date Paid: 10/23/2018 Phone: (813)997-2075
Work Desc: INSTALLATION CARPORT 12 X 16 W/ FOOTER
CONTRACTORS APPLICATION FEES
SUN STATE ALUMINUM INC BUILDING FEE 97.50
n
FRAME Ins ections Re uired
SHEATHIN
FINAL i
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.
CTOR SIGNATURE PERMIT OFFItXR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�G gleW
Name +F—dYZ1 J(-1�67 121)
Address
To Whom It May Concern,
Please be advised that:
Spenser Bahr and Kathy Mims of FBC Plans & Engineering
have my permission until further written notice to act as my agent to sign and pick
up permits.
Sincerely,
Signature
Date
NOTARY
STATE OF FLORIDA, COUNTY OF PASCO
The foregoing instrument was sworn to and subscribed before me this,. day
of �
Personally known V or Produced identification ,
WRDEN K DEL.COTTO
P'pPr �d i
,•'�°.h .`�; Notary Public-Stah,of Florida
• CoMmiloWn*FF 015e1
� A• Comm.Euplres Jun 28,2020 off, tMoupb National Notary Assn.
Commissioned Stamp `Notary Signature
and Expiration Date
N70N .
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
�ra2Contractor/Homeowner: cu l,-%)
Date Received:
?Site: ,3 r d
Permit Type: f t
Approved w/no comments:❑ Approved w/the below comments: l Denied w/the below comments: ❑
t
This comment sheet shall be kept with the permit and/or plans.
Kalvin Sw' e —Plans Examiner Date C omeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Io- It—to Phone Contact for Permitting y ing p !Op9 !0 q- U T 7
Owner's Name /�/r �O G Owner Phone Number p t'3 Q47 a07s
Owner's Address S .Z 0? �✓S _ 103�qc Owner Phone Number
Fee Simple Titleholder Name F Owner Phone Number /
Fee Simple Titleholder Address ^ / 7t //
JOB ADDRESS .may a a o/ I^d �' �/1I�� �l I. J �'/,(� LOT#
SUBDIVISION F2 t9 Al k`IS I PARCEL
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR B ADD/ALT = SIGN = Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK V j)-f N s 7 eZ k G
BUILDING SIZE f X SQ FOOTAGE HEIGHT
TITTITTrITPPTP'➢�ITi�P`9'�P"¢mP�I�IYYl"PI�I®�I�IT�t�rTl®PPIT'1'9®P7T�PPTr�T1"�T�7'�i�F-T'P�
BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ �1!Z 035b
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V
=GAS = ROOFING 0 SPECIALTY = OTHER S1 C
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO v
lev� (
BUILDER /r a COMPANY b"/-hUy(1
SIGNATURE ...,,�.. REGISTERED Y/ N FEE CURREN Y/N
Address ��y %/rAV,S ya License# ' 00l0017[
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111
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,Stonnwater Plans w/Slit Fence Installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivislons/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&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.
irections:-1-F-t -1-1--I-{•-I-f-•I-F-1-I-t--F•1-1-•1�4-i..i-l--L�f�I--F•3.a-d-f-i�E-d-1-I-8-I--I-F-F-1®L-1-1-•f-S-�f-i•-F-I-1-1•-F-F-�L-i-FF-f-1�1 ••
Dons: -
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(PloYSurvey/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, troth 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"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.117.03 !�
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)bef�oqre mme this Subsatbed and swom t or affirmed)before a thyyss
by Sean.se� hS=at coil—/R'by SO�,se� 00%
Who is/are personally ovm to me or has/have produced Who is/are personally kn�to me or hasmave produced
as identification. -- q,, as identification.
Notary Public ""'b� ' //_1_ c7 Notary Public
Commission No. 7�6 3 O Commission No. �`� ? �d
Name of Notary pad, rite o Name of Notary typed,printed or stamped
��h Notary Public State of Florida
Nancy J Brooks REED
tate of Florida
My Commission GG 178530 oks
+►jqF Expires 02J1812022 n GG 178530/2022
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I IIIIII IIIII IIIII IIIII IIIII III II IIIII IIIII IIIII IIIII IIII IIII
2018172364
Rept:1997014 Ree 10.00
D5: 0.00 IT: 0.00
10/10/2018 K, D. K„ Dply Clerk
/ Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
State of F for idL1 County of RZ uo
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, <Z C Wj Y
the following information Is provided In this Notice of Commencement O — W LL ujs`LU w
1. Description of Property: Parcel Identification No. Ia�'.�G��.a��'G)��D'D�SGtD�00?O U Z M� _ J U
Street Address: S�ir�7_ 3� J v Zepk ACh,lis FL J35 LlD_ co O v � O �
2. General Description of ImprovemeM �Ll l h e=C���•J�� LL W F— W N W
O � Wz � �-
- U- in < O
3. Owner Information or Lessee Information If the Lessee contracted for the Improvement' 1— W U- Q U V
LpfZf2. ��U =I- O O IIu. � co
Name dare) V < 0ir LLI INC
tr City State Interest In Property: d�� Q F U Q0 J
� > UmILL Uj
a � U
Name of Fee Simple Titleholder. d z O J
(If different from Owner listed above) ®�Q W Q }W
Address �//�� City State U U } 0 Z
�4. Contractor. A 17 ! �]L 1,/1 ILL O LL'� Q
AddressS 4Na"'�r�tOc' t aJ�•. 2�2 State LW sa,<LU Q
J
Conbaptoes Telephone No.: � CO EL� D
1 Nam—Of Q : i }
5. Surety:
Name m
Address City State �®%
Amount bf Bond:$ Telephone No.:
B. Lender. s
,Name y M
Address City State
Lenders Telephone No.:
o LC.
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by ��' a
Section 713.13(1)(a)M,Florida Statutes:
Name o
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates -of—
to receive a copy of the Uenors Notice as provided in Section 713.13(1)(b),Florida Statutes.
<<' Telephone Number of Parson ar Entity Designated by Owner.
� 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
"1 contractor,but will be one your"the date of recording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
i ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
Glm{ RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE
1
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.J
v,
Under penalty of perjury,I declare that 1 have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief. r/�1
STATE OFF PASC
COUNTY OF PASCO
Si atone of Owner or jessee,or Owners or Lessee's A11thortzed
OfficerIDirector/Partner/Manager
Ctoti,55 2-
Signatory's Tlge/Office
The foregoing Instrument was acknowledged before m this day of r .20&by /,R F?,A� r C�}j 9619A)
as (type of authority,e.g.,o car,trustee,attorney In fad)for
5 (name of on behalf of whom In trument was executed).
Personalty Known[I Pa Produced I entification s Notary Signature
Type of Identification Produced �/✓ �!�.� Name(Print) e L,//��1-0 7 rV
PR�Lp S.C'NEIL,Pph D.ppSCC CLERK s CCMPTRCLLER �\ .,•,�'tw HMIItJEN K DES.Can
10/10/2018�R�ym PG ,�f$1 `� Notuy►WYe•W1eolFlrxka
OR BK ..�' Cenrwi Ww I ff/9QSt1
�1 s0 My cowm.�a ion 24,2020
wpdata/bcs/notcecommencemenLpcOOD48
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Contract Page No. of Pages
SUN STATE ALUMINUM, INC.
6154 Fort King Rd.
ZEPHYRHILLS, FL 33542
(81.3) 788-7308
S BMIiTEDTO ^ _ PHONE ` 2-0—Is
STREE JOB NAME� .`
CITY,STATE and ZIP CODE JOB LQCATION N�s
ARCHITECT OFPLANS DATE JOB PHONE
We hereby fjbmft speci a t ates for:
................................... ................................................ .................................................................. ....................................................................................................................................................................................._............._....................................._._...........
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............_............................................_.................................... ............................................................................................................................................. ...................................................................................................................................................................................
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tr"eby to Turn h ate al nd la r—complete in accordance with above specifications, for thumof:
\ dollars
ayment to be follows:
All unpaid balances subject to 1.5%monthly interest fee.
All material is guaranteed to be as specified.All work to be completed in a w
manner according to standard practices.Any alteration or deviation from abov o
involving extra costs will be executed only upon written orders,and will b ome an ext
charge over and above the estimate. All agreements contingent upon stn , accidents
or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be
Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within n days.
ZLcceptance Of CContrkCt—The above prices,specifications p{(
and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as specified. Payment will be made as outlined above.
Date of Acceptance: Signature
_
4
_
Cl Ty OF t EPHYR14fLLS
PLANS-EXAA41NER
f FOA
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Jag d` 33( l
Irk �
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cis P�
Oa amp O * ALL WORK SHALL CUIVIPLY WIT H PREV ILIN
w !^ CODES FLORIDA BUILDING CODE,
5 d I NATIONAL ELECTRIC CODE,
AND TIME CITY OF TEPHYRh ILLS i
I ° ORDINANCES i
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S.M.B. DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
'H' WALL 'T' 'N' SIZE CAPACITY COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
4' .045' .06' (2) 3/B' BOLTS, NUTS, WASHERS 1 720 LBS EDITION RESIDENTIAL AND EXISTING
5' .050' (2) 3/8' BOLTS, NUTS, WASHERS 2.550 LBS BUILDING
6' 050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS `0`1 1 1 1 1,00
7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3,500 LBS ` E A ',�
7' .055' .09' (3) 3/8' BOLTS, NUTS, WASHERS 3400 LBS ® V
OPTIONAL 7' .055' 5' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS ', Q. ,°••°O°'°•s& P
' .�
.072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 5 500 LBS ®� �. ;°c��g•
^
B' .072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS •V'
B. .072' .125' (4) 3/8' BOLTS, NUTS, WASHERS 7.000 LBS - z
Z-BRACKET 9• .072' 6' (4) 3/8' BOLTS, NUTS, WASHERS 7.000 LBS j �� 4 ; _
0.250" 9' .072' .p9' (4) 3/8' BOLTS, NUTS, WASHERS 8.900 LBS - -1 ; * O Q : o
5"OR 7"X 6"WIDTH X 0.250" .082' 125' (4) 3/8' BOLTS NUTS WASHERS 50 - W; `� �� Q •
EXTRUDED GUTTER BRACKET @ .092 125' (4) 3/8' BOLTS, NUTS WASHERS ii.000LJS -'
@ 3'O.C.W/(4)#12 X 3/4"SMS (3)1/4"LAG SCREWS @1-1/2'
NOTES OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER i q
SPACING @ EA.GUTTER BRACKET /I G�
INTO GUTTER LIP SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
&(1)@ 12"O.C.MAX-MIN EMBEDMENT •° ,°' `O
SHALL BE 2" ' J I �N i� S
ENGI �
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
#10 X 3/4"TEK SCREW AND Mark Ronald Dunn,Jr. P.E.
1-1/4"id NEO-PRENE WASHER FLORIDA LICENSE NUMBER 73968
4 PER PAN AT ALL BEAMS
AND S"O.C.ATRAKE
GUTTER BRACKET&FASCIA ATTACHMENT DETAIL 3'X 12'ALUMINUM Joel Falardeau P.E.
N.T.S. RISER PAN ROOF
FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
El , I ! , Ti
2X SMB PER PLAN FLORIDA LICENSE NUMBER 77605
CONNECTION W/(N)PER CHART FBC Plans &Engineering
3/8"THRU BOLTS,WASHERS AND NUTS Services,Inc.
CORROSION RESISTANT TYPICAL 6272 Abbott Station Drive Unit 101
{ ALUMINUM POST!COLUMN PER PLAN Zephyrhills,11.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
C.O.A.-#29054
ROOF, POST AND BEAM CONNECTION DETAIL DATE:10/06/2018
DRAWN BY: MARK DUNN SR.
POST PER PLAN REVISION: DATE:
RO 1
' FOR FOOTING SIZES OVER 18" RO 2
IN DEPTH(2)X15 X 12"REBAR RO 3
CROSSWISE THRU POST
b "f 4"-6"FROM BOTTOM OF POST RO 4
JOB NAME &ADDRESS:
I- GEOHAGEN
542ISOLATED FOOTING ZEP 23RDHYRHILLS,
FL 33542
SEE PLAN FOR SIZES EP
CONTRACTOR:
SUNSTATE ALUMINUM
CARPORT
DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
EXISTING HOUSE EDITION RESIDENTIAL COMPLIANCEWITHASAND E%ST EXISTING
C 6TH
• I BUILDING
---------- ��1111111/®�
I
------i------------------------------ - .�00 % B,j
— `oo Q,Ez..........� ,i
J 2x8 SMB L _1
s��SE rp�1 'e'
GUTTER EXISTING W; �O*��p Z
2'-0"x2'-0"x2'-6" O
ISOLATED FOOTING TYP.
'v OF l E�U
w ; ENG
0 o I PROPOSED I II David W. Smith P.E.
CARPORT FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
3x3x093 TYP.
PROPOSED 3"x12"x030"ALUM.RISER _ Mark Ronald Dunn,jr. P.E.
I r- r I I FLORIDA LICENSE NUMBER:73968
PAN ROOF,FL 22840 OR EQUIV. 2x8 EDGE SMB
L J L J Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
p 16'-0" 2'-0"O.H. FLORIDA LICENSE NUMBER:77605
20'-0"PAN ROOF FBC Plans&Engineering
PLAN VIEW Services,Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
EXIST.GUTTER Phone:(813)788-5314
Fax:1-(866)-824-7894
- rPROPOSED 3"x12"x030"ALUM.RISER Website:www.fbcplans.com
2x8 SMB PAN ROOF,FL 22840 OR EQUIV.________ ______ /2x8 EDGE SMB DATE:10/06/2018
DRAWN BY: MARK DUNN SR.
REVISION: DATE:
2x8 EDGE SMB RO 1
ATTACH GUTTER TO POST
w/2x2x2x.060 MIN.ANGLE RO 2
&(4)#14x1/2"SMS,EA.LEG. M M M M RO 3
TYP.EA.POST. o o a RO 4
x PROPOSED x �-, x PROPOSED x
EXISTING M CARPORT M i M CARPORT M
HOUSE JOB NAME&ADDRESS:
GEOHAGEN
EXIST.DRIVEWAY EXIST.DRIVEWAY 5422 23RD ST.
+ I. ' '.1ZEPHYRHILLS,FL 33542
fISOLATEDFOOTING
;• CNTRA} ;:: SOLATEDFOOTING1u:. . �•'I,J•:f: ti:;;C�••" •t1:.: SUNSTATE ALUMINUM
12'-0" 4 16'-0" 4
SIDE ELEVATION FRONT ELEVATION PLANS & ELEVATIONS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
General Notes
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL AND EXISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE BUILDING
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
e,\►'
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 �� 0 E A ////
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT ` Q` •.••••••°• '�
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) ` �' :• •°.;
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER @- : � °° c,•'j
THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY 1 ,
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT � i
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT \7 y
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE ..
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT t1I O * Q • (7 .�
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE • Q
DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS Q
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED.
SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR THE REQUIREMENTS OF HUD 3280.105. n �• O •Q' �!
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 ' •° ` L
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES / EA
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. DESCRIPTION: CARPORT IN ISOLATED FOOTINGS EN ORD:
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE lo.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E.
FOLLOWING: G-185. DESIGN DATA:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). ii.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
3/4". UNLESS NOTED OTHER WISE. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
AIR ENTRAINING+/-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH Thomas L. Hanson P.E.
WATER REDUCING AGENT-ASTM C494. 2. RISK CATEGORY: I
E.REFERENCE STANDARDS:
CLEAN POTABLE WATER ASTM E 119 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 4. INTERNAL COEFFICIENT: +/-0.18
ASTM E 1300
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ASCE 7-10
AA ASM35,AND SPEC FOR ALUMINUM PART 1-A&1-B 5. WIND LOADS:
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, Mark Ronald Dunn,Jr. P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 SOLID ROOF(MWFRS): 20 PSF
RECOMMENDATIONS. ASTM C150 FLORIDA LICENSE NUMBER 73968
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 COMPONENT&CLADDING PRESSURES:
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM ASTM C0494 94 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF Joel Falardeau P.E.
SPALLING OR OTHER DETERIORATION.
ASTM A185 FLORIDA LICENSE NUMBER:70667
B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL
6TH EDITION LI
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL 7. SOLID ROOF TYPE: 3"x12"x.030"ALUM.RISER PANS,FL 22840 OR EQUIV. Erik Stuart P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
{{ TYPE M OR S MORTAR F.ABBREVIATIONS: FLORIDA LICENSE NUMBER 77605
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans &Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP-TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM-SIMILAR 6272 Abbott Station Drive Unit 101
HEIGHT. 3.UON--UNLESS OTHERWISE NOTED fI.
4.CONT—CONTINUOUS HOLLOW SECTIONS Phone:(81x,)7 853
5.VIF—VERIFY IN FIELD Phone: 824-7894
C.ALUMINUM: 2 x 2:---------------------------------------2'x 2"x 0.044" Fax:1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A L ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" DATE:10/06/2018
0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050" DRAWN BY: MARK DUNN SR
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS REVISION: DATE:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
1 x 3:
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR 1"x 3"x 0.045" RO 1
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 2
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTORAND SNAP SECTIONS
• RO 3
ALUMINUM)
MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC x 3 Snap: 2"x 3"x 0.050" RO 4
SEPARATION. LICENSED P.E.PEIN ACCORDANCE WITH STANDARD 2 x 4 Snap:-------------------------------=-2"x 4"x 0.045"
ENGINEERING PRACTICES.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN#10SMS6"FROM THE ENDS AND 12"ONCENTER,IF SELF MATING(SMB) JOB NAME &ADDRESS:
USING#12 SPACING MAYBE 24"ON CENTER H.MISCELLANEOUS:
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY L ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" GEOHAGEN
"REMOVABLE PANEL SHALL BE REMOVED WHIN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT x 0.120" 5422 23RD ST.
SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 x 7 SMB: 2"x 7"x 0.057"x 0.120" ZEPHYRHILLS,FL 33542
VISIBLE WHEN PANEL IS INSTALLED. 2 x 8 SMB:--------------------- 2"x 8"x 0.072"x 0.224"
D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME.
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" CONTRACTOR:
300 18-8,WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FBC 6TH EDITION
R 4501.17.1 IN ITS ENTIRETY. SUNSTATE ALUMINUM
WITH ACQ PRESSURE TREATED WOOD.
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR
FLAT WASHERS AND NUTS.
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST.
HOT DIPPED GALVANIZED. ENGINEERS
NOTES