HomeMy WebLinkAbout15-16297 . � CITY OF ZEPHYRHILLS
5335-8TH STREET
(sis)�so-oo20 16297
BUILDING PERMIT
� PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16297 Address: 37430 LILLY BEA AVE LOT 161
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0140-00000-1610
Improv. Cost: 2,375.00 OWNER INFORMATION
Date Issued: 5/22/2015 Name: MCDANIEL, RAYMOND & PHYLISS
Total Fees: 75.00 Address: 37430 LILLY BEA AVE
Amount Paid: 75.00 ZEPHYRHILLS FL 33541
Date Paid: 5/22/2015 Phone: (813)679-4737
Work Desc: SCREEN RM 12 'X 15 '
CONTRACTOR S APPLICATION FEES
H MEOWNER BUILDI G FE 75.00
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Ins ections Re uired
FOOTER 2ND RO G PL MB MISC N LATION CEIL NG
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: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site fl plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"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 pertbrmed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. '
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �� �� � I
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Date Received: � / '-'
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Site: 3 �TU� i// f���--
Permit Type: l ZJ� l.S ���Ce� /''�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans.
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Kalvin S 'tzer— s Examiner Date Contractor and/or Homeowner
(Required when comments aze present)
813-780-002Q ' City of Zephyrhills Permit Application Fax 813aso-oo7�
Buildng Qepartmeat
Da#e Recelved Phone Can#act for Permitting -
Owner's Name o!t/ � e Owner Fhone Nurnber �.3 -�' 3 ���
Qwner's Address c� '0 �i!�� ,B (/E Owner Phone Number �_ -�
Fee Simple Titleholder Name /���x��,� ���[/fl/✓/E��-- Owner Phone Number � �
Fee Simple Titleholder Address ��� � � � Z� /` �S ���
JOB ALIDRESS �/�c�a ,4, �.G �, h � � ��J LOT# �Ca I
StlBDIViSION G�RAI� ��f�.o,�� PARCEL ID# ��'02�Z/"C�J� ' Od D�d .- �?/'D
(QBTAINED FROM PROPERTY TAX NQTiCE)
WORK PROPOSEQ e PiEW CONSTR 8 ADD/ALT [ t� S1GN � Q DEMOLiSH
INSTALL REPAIR
PRQPOSED USE Q SFR Q C{?N1M [� OTHEF2
TYPE 4F CONSTRUCTION � BLOCK Q FRAME � STEEL � Q, a�r.,.t„u�•...
DESCRIPTION OF WQRK �C R��� ��'1 ��
BUILDING SIZE ��j k /S j � SQ FOOTAGE �"� HEiGHT I��
Q�3Ui1.DlNG $a���,.-�6 � VALUATION OF TOTAL CONSTRUCTION
[�ELECTF2ICA�. r> � AMF SERt/iCE Q PROGRESB ENERGY Q W.R.E.C. I
L 2 .�
OP�ur����v� � '� 1� �
c� d'`l{3�',,,�r�
OMECHANICAi. $ V,4�UATION OF MECHAP11CA1.INSTA�tATICJN �,,.. �St..�1 �
QGAS Q ROOFING Q SPECIA�TY C� OTHER
FINISHED FLOOR ELEVATI4NS �� F1.00D ZONE AREA QYES NO
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BUIIDER �COMpANY
/t�S�G�� Ftd/�4� �I.Ul���
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SIGNATURE � �C� REGIS7ERED Y/ N FEE CURRE� Y/N
Address 7��a �„i+��. ,� �Q�/� Z= h /�1�e115 �� 335"+fl License# � ��
ELEC'tRtClAtd GOMPA�IY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# � �
PLtlMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CUF2RE� Y/N
Address License# �- �
MECHANtCAI. � ' COMPANY
SIGNATURE _�� REGIS7ERED Y/ N FEE CURREP Y/N
Address license# �- �
4THEl2 COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address �� � Lficense# � ��- - - M`
RESlDEtdTiAL Attach{2}Plo#Plans;{2}sets af 8uilding Plans;{9)set of Energy Forms;R-O-W Perm�t far new construction,
Minimum ten(10)working days after submfttal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fenae instaUed,
Sanitary Facilides&1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERGIAL Attach{3}camplete se#s o#Bu[lding Plans plus a Ufe Safety Page;{1}set of Enerc,�y Forms.R-C?-W Permit for new const�uction.
Minimum ten(10)working days after submittal date. Required onsite,Canstructlan Plans,StoRnwater Plans w/Spt Fenae installed,
Sanitary Facilities&1 dumpster:Site Work Permit for all new proJacts.AI!commercial requirements must meet compliance
SIGN PERNIIT Attach{2}sets of Engtneered Plans.
"'"PROPERTY SURVEY required for all NEW constructlan.
Directions:
Fiil out application completely.
Owner&Cantractor sign back of applfcatton,notarized ;
tF aver a2500,a Nattce of Commsneement is reguired. (AtG upgrades over ST58d) ..
" Agent(for the contractor)ar Power of Attomey(for the awner)would be someone with notarized letter from owner authorizing same
DVER THE COUNTER PERMiTTiNGr:.,_,.:-.{Front af•;4ppli�aiSqn'Oniy}<�,;'.� ,+._ ..�......4._ __._;:. `...- _ ,..._ --�..�. _ ,�
Reroofs if shingles Sewers ' Service.Wpgrades_A/C: Fences(PIoUSunrey/Footage) . . , , „ - , `
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Driveways-Not over Counter if on putilic roadways..needs ROW . ' , , '
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NOTICE OF DEED RESTRICTIONS: The undersigned under.gtands�that this:p�rm[t.may be subJect to"deed"restricttons"
which may be:more restctctive-than County regulations. �The undersigned assumes responsibiltty for compllance with any
appHcable 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 Iicensed in accordance.with state.and•local regulations. If the
contractor is not licensed as required liy law, both the owner and cont�actor may be�c(ted for a misdemeanor violatton
under state law. If the owner or intended contractor are uncertaln as to what Iicensing.requlrements may apply�for the
intended work, they are advised to contact the Pasco County Building Inspectlon Divtslon—Licensing Sectton at 727-847-
8009. Furthermore, tf the owner has hired a contractor .or contractors, he is advised to have the contractor(s) sign
portions of the "contrector 81ock° of this applicatfon for which they will be responsible. If you� as.the owner sign as the
contractar, that may be an indication that he is not.properly licensed and is not entftled to permitting privileges in Pasco
Counry.
TRAtdSPORTATION IMPACTIUTILITIES IMPACT AIdD RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees.and Recourse Recove.ry_Fees may�-apply to the construction of new buildings, change of
use in existing buildings, or:expansion of�ezistirig'6uildings, as specifled in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees,-as may�be due,.wfll be tdentified at the time of
permitting. It is turther understaod that Transpo�tation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or flnal power release. :If the project does not involve a certificate of occupancy or
final power release; the.fees must be paid prior to permft Issuance. Furthermore, if:Pasco County Water/Sewer.Impact
fees are due, they must be-pald prior to permit-issuance-in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter T13� Florlda S@atutes, 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 ConsumerAffairs. 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"owne�"prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the fnformation in this application is accurate and that all work
will'be done in complfance with all appltcable laws regulating construction, zoning and land development. Appltcation is
hereby made to obtain .a permit to do work and installation as Indlcated. I certify that no work or installatton has
commenced prior to fssuance of a permit and that all work will be pertormed to meet standards of ali 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.corr�pllance. Such agencies include but are not I(mlted to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WatedWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress. Bay.heads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers=Seawalis, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit,Wells, Wastewater Treatment,
Septic Tanks. � , _
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviatlon Authority-Runways.
I understand that the following,restrictions apply to the use of flll:�
- 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", (t (s 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 materia) is to be used in Flood Zone °A" in�connection�with.a �ermitted building using stem wall
construction, I certify that fili.wlll:be used only.to.flll 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 flll is found to adversely:affect adJacent properties,_the owner may be clted for viofating
the conditions of the buflding.permit issued under the attached permit appllcation, for lots less than one (1)
acre which are elevated by flll,�an engineered dralnage plan is requtred.
(f I am the AGENT FOR THE OWNER, I�{�romise in good faith to inform the owner of the permitting condittons set forth in
this affidavit�prior to commencing construction. I understand that a separate permit may be requtred for elecMcal work,
plumbtng, signs, wells, pools, afr condttioning, .gas, or other installations not specifically included-in.the application. �A
permit issued shail be construed to be a Iicense to p'roceed with the work and not as authority to,violate, cancel, alter, or
set aside any provisions of the techn(cal codes; nor shall issua�ce�of a.permit.prevent the Bulldf►ig Official from the�eafter �
requiring a correction nf 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(B) months after the time the work is commenced. An extension
may be requested, In writing, from the Building.Officiai for a perlod not to exceed ninety(9� days and will demonstrate _ __
--�-jusQifiable-cause-for 4he extension. if"wo�k ceases.-for ninety(90)con�ecutive days,..the job�is considered abandoned.
WARNING TO OWNER: YOUR=FAILURE�TO,RECORD A NOTIGE.OF COMMENCEMENT MAY�RESULT IN YOUR
PAYING TWICE.FOR IMPROVEMENTS TO YOUR�PROPERTY. IF YOU�INTEND'TO OBTAIN FINANCING,�C.ONSULT
WITH YOUR LENDER OR AN ATTORNEY�EFORE-RECORDING YOUR��NOTICE`OF�COMMENCEIVIENT
FLORIDA JURAT(F.S.1.17.0 ) _ � .
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OWNER OR AOENT""V /�I /s� CONTRAGTO
Subscriked and swo (o a ed)bef re me this � S�s,c�d�'and swom (or ed)`before me this
�=1��f6 by ' �� L l c��Y- . C f!-�Jl�L.
Wh is/ar�,pe� onail�, nown me or has/have produced Who re p o al wn to e or has�ave produced.
� (�x as Identlflcatlon. �� �2�� Ca�_. as identlflcatlon.
"�����l Public ���
Notary Publlc
Commiss o No. Com' I on N .
�Y�?Y'• JAC�UELINE BOGES ���r°�4, JACQUELINE BOGES
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Name of Notary '�. ��,q��cember 12,2018 Name of Nota , � �@��Fe§t@��ef�2�2018
,%��,,od�;:'� Bonded Thru Tray Fain Insurence 800.385-7019 '�,J;�F;°Q`�` Bonded Thru ro
T y Fain Insurance 800J85-7p1g I
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BREAK FORM HEADER OR I HEREBY CERTIFY THAT I HAVE REVIEWED
RECEIVING CHANNELWHERE ATTACHING TO
3"X12"RISER PAN PANEL • THIS PLAN AND FOUND IT TO BE IN
USE#10 X 3/4"SMS 2"FROM EDGE ALUMINUM RISER PAN COMPLIANCE WITH ASCE7-10, &FBC 2010
EDGE&@ 3"O.C. BEAM IS WITH 2013 SUPPLEMENT.
/1-1/4"NEOPRENE WASHER THE SIZE AS UPRIGHT
#10 SMS AT EACH RISER PER PANEL 3"X 48"COMPOSITE
FOR PAN OR#10 SMS @ #10 X 4"SMS ROOF PANEL #10 SMS W/10 NEO-WASHERS (4)#10 SMS W/3/4"
@ 8"O.C.(USE SCREW LENGTHWASHERS PER 12"PANEL E
8"O.C.FOR COMPOSITE PANEL 1-1/4"NEOPRENE �P/♦
WASHER @ B"O.C.PER EQUAL TO COMPOSITE PANEL �1
PANEL THICKNESS PLUS(1)INCH) �� •I �1 Q�f,/��
i I SOLID ROOF = ••••••e•••".,T
- - - - - - - - _ _ - _ SEE DETAIL C2 FOR �► •i•C V4 SE •••
ALUMINUM RISER PANS Detail C2 [�j �� ••• o
o ; 7667 •
F2X_SMB/PATIO BEAM •
°' '*�/ -
1"X2"OPEN BACKATTACHED (SEE SHEET FOR • • 11.
TO POST w/(2) SIZE) • �• • W
#l0xlut°S k16X Yy"SMSI2M0.G I OPTIONAL 1'X2"FASTENED g�P�EO •i ((/i
#10 SMS @8"O.C.
FOR COMPOSITE PANEL II II (4)#IOX 3"INTO (2)-1/4"0 MACHINE TO COLUMN WITH(2)#10 X 2" �Q ••• OP
(2)#10 SCREWS PER 12" I I I I SCREW BOSS BOLTS WITH3/4"WASHERS THROUGH SMS INTO SCREW BOSSES "o•• �` R\ •��
AND FASTENED TO EDGE •
WIDTH CONNECTING II II POST AND EDGE BEAM BEAM WITH(1)#10 X 1-1/2" ✓� •• G �®
SMS WITHIN 6"OF COLUMN
PAN TO HEADER(BOTTOM AND @ 12"O.C.MAX
OR BACK OF PAID II 11 PR 3 ffffNNNN`"���ER SEAL
2X_PATIO UPRIGHT
(2)1/4"0 X 3"LAG SCREWS PER 16" II (see SHEET FOR CONTINUOUS EDGE BEAM POST
WIDTH CONNECTING 11 11 SIZE)
HEADER OR CHANNEL TO STUDS- NOTE:EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED INDIRECTION SHOWN. ENGINEER OF RECORD
PRE-DRILL SO STUDS DO NOT SPLIT David W. Smith P.E.
(OR 24"O.C.THROUGH FASCIA INTO TRUSS) S ROOF PANEL TO EDGE BEAM CONNECTION DETAIL / 1 ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
S1 ROOF PANEL TO FASCIA CONNECTION DETAILS S-3 SCALE:NTS S-ti. SCALE:NTS FLORIDA LICENSE NUMBER:53608
S 3 SCALE:NTS
UPRIGHT L Thomas L. Hanson P.E.
SECONDARY ANGLE MIN FLORIDA LICENSE NUMBER:38654
(4)#10 X 3/4"SMS 0.125"THICK(NOT
FASTENING SECONDARY REQUIRED FOR2X3
ANGLE TOCOLUMN(TYP MEMBER) HINGE LOCATION Mark Ronald Dunn, Jr.
3/8"0 EACH SIDE) PRIMARY PRIMARY2"X2"2"
Concrete Screw X 0.125"ANGLE P.E.
Column Anchor (B)-3/8"0 CONCRETE SCREW 1 (2)#10 X 3/4"SMS FASTENING 2"x 2"EXTRUSION 2"x 2"EXTRUSION FLORIDA LICENSE NUMBER:73968
Size B Mi ,Spa ANCHOR INTO SECONDARY I COLUMN TO PRIMARY ANGLE
2x3 0 0" ANGLE(TYP EACH SIDE)(SEE 0 (TYP EACH SIDE)
2x4 1 3" TABLE) 0 Joel Falardeau P.E.
2x5 1 3" 0 1"X 2"BASE MEMBER HINGE LOCATION DOOR
2x7 1 34" (TYP EACH SIDE) FLORIDA LICENSE NUMBER:70667
ANCHOR SPA
2x7 1 5" (1)-3/8"0 CONCRETE SCREW
2x8 2 3" (MIN)(TYP)(SEETABL-E) d ANCHOR INTO PRIMARY FBC Plans&Engineering
2x9 2 4" ANGLE AND @ 1/4"0 CONCRETE Services,Inc.
2x10 2 4.5" 3"(MIN) SCREW ANCHOR @
24"O.C.BETWEEN COLUMNS 6272 Abbott Station Drive Unit 101
NOTES: (TYP EACH SIDE) Zephyrhills,fl.33542
1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR HINGE LOCATION Phone:(813)788-5314
INTO THE 1X2. Fax:1-(866)-824-7894
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT Email:erb@Ibcplans.com
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED Website:www.fbcplans.com
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTES: C.O.A.-#29054
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD @ LOT 3/8"0 STAINLESS STEEL CONCRETE 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
SCREW.OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. 2, DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. DRAWN BY:
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 3. HINGES SHALL BE ATTACHED TO DOOR WITH(4)#10 x 3/4"SMS. FASTEN A
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM REVISION: DATE:
POST OR SMB CONCRETE BASE CONNECTION END OF THE UPRIGHT.
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE)
F TYPICAL SCREEN DOOR CONNECTION DETAIL RO 1
G COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION SCALE:NTS RO 2
_3 SCALE:N.TS. S-3
RO 3
EXISTING MASONRY RO 4
WALL GROUTED
SOLID I
00 @ CONNECTION OPTION#1
GRADE I I PROJECT ADDRESS:
� (4)#10x1l4"SMS
8„ _ J_00 INTO SCREW BOSSES RAYMOND MCDANIEL
1#5 REBAR CONTINUOUS W 25" 1/4'0X2.3/4"EMBEDMENT I 37430 LILLY BEA AVE
B.. MASONRY SCREW 3"FROM -_ _
OVERLAP AT ALL IOINTS ON 3"
CHAIRS 2"x_END BEAM END&@ 24"O.C.
ZEPHYRHILLS,FL.
_ __
TYPE II MONOLITHIC SLAB (SEE SHEET 3-2 FOR SIZE) 2"X2"OR 2"X3" 0.062"ALUMINUM INTERNAL
MODERATE SLOPE FTC I OR EXTERNAL RECEIVING
SLOPE:2:12"-3":12" 2"x 2' /x 1 8"x BEAM DEPTH" MEMBER
NOTES FOR ALL FOUNDATION TYPES: RECEIVING CHANNEL
I I NTO INTO BEAM OR X 3/4"
W/(1)1/4"x 3"CONCRETE 1"X2"OPEN BACK I I UPRIGHT.(2)#12X 3/4"EA,
1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL ANCHOR INTO WALL& LEG INTO GIRT OR PURLIN-
BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE (4)#12 x 3/4"SMS EACH I (0.062"ANGLE CLIPS w/(2)
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING SIDE INTO BEAM #12x3/4"SMS EA LEG)
OF CONCRETE. NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW
2,THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND
COMPACTED PRIOR TO POURING OF ANY CONCRETE. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT UPRIGHT OR BEAM-SNAP
3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. OF MASONRY ANCHOR SCREWS. OR SELF MATING OR DETAILS
HOLLOW
TYPE II MONOLITHIC SLAB/FOOTING S2 END BEAM TO HOST STRUCTURE DETAIL H CHAIR RAIL CONNECTION S- 3
N
NT.S.. S-"3 SCALE:NTS (+ SCALE:N.T.S.
S-4
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10,&FBC 2010
WITH 2013 SUPPLEMENT.
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/4Y
3" X .024 COMPOSITE '' ' c OR�p' c' ®�
ROOF PANELS FL 7561 PROI�r 'p I %AE EAL
OR EQUAL
ENGINEER OF RECORD
2 3 2 3 2 3 Li David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
EXIST. 1'
MANUF. , m Thomas L. Hanson P.E.
HOME N X FLORIDA LICENSE NUMBER:38654
co N
CD
oN N m Mark Ronald Dunn, Jr.
o P.E.
FLORIDA LICENSE NUMBER:73968
2X3 2 2X3 Joel Falardeau P.E.
1X3 1X3 FLORIDA LICENSE NUMBER:70667
FBC Plans &Engineering
CONC SLAB AND F OTER Services, Inc.
4'-6" 3' 4'-6" 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
12' Fax:1-(866)-824-7894
Email:erb@tbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY:
LEFT SIDE ELEVATION REVISION: DATE:
114"=1'-0" RO 1
R02
RO 3
R04'
PROJECT ADDRESS:
RAYMOND MCDANIEL
37430 LILLY BEA AVE
ZEPHYRHILLS,FL.
DETAILS
S- 2E
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10,&FBC 2010
WITH 2013 SUPPLEMENT.
,,t I r Rr p ,,
I'.
•
=
3" X .024 COMPOSITE ,P�c � ; BRSEAL
ROOF PANELS FL 7561
OR EQUAL ENGINEER OF RECORD
David W. Smith P.E.
2X3 2x3 2X3 FLORIDA LICENSE NUMBER:53608
1' E Thomas L. Hanson P.E.
EXIST. FLORIDA LICENSE NUMBER:38654
MANUF.
N co X N HOME 0) P.E.
Ronald Dunn,Jr.
J N N J
m P. .
Eo
Q Q FLORIDA LICENSE NUMBER:73968
2X3 2X3 2X3 k Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
1X3 1X3 1X3 FBC Plans &Engineering
• Services,Inc.
CO C.SLAB AND FO TER 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
1 2 C.O.A.-#29054
DRAWN BY:
REVISION: DATE:
RIGHT SIDE ELEVATION RO1
RO 2
114"=1'-0"
RD 3
R04
PROJECT ADDRESS:
RAYMOND MCDANIEL
37430 LILLY BEA AVE
ZEPHYRHILLS,FL.
DETAILS
S- 2D
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
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X .024 COMPOSITE
PROFESS�O E I�GINEER SEAL
ROOF PANELS FL 7561 ENGINEER OF RECORD
OR EQUAL
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
2X3 2X3 2X3 1611Thomas L.Hanson P.E.
FLORIDA LICENSE NUMBER:38654
NL Mark Ronald Dunn,Jr.
0O m X FLORIDA LICENSE NUMBER:73968
N x Joel Falardeau P.E.
N
2X3 2X3 2X3 FLORIDA LICENSE NUMBER:70667
1X3 1X3 1X3 FBC Plans &Engineering
Services;Inc.
6272 Abbott Station Drive Unit 101
CO C.SLAB AND FOOTS Zephyrhills,fl.33542
Phone:(813)788-5314
5' 5' 5'
Fax:1-(8 66)-824-7894
Email:erb@Ibcplans.com
Website:www.Ibcplans.com
15' C.O.A.-#29054
DRAWN BY:
REVISION: DATE:
REAR ELEVATION RO1
R02
1/4"=1'-0" RO 3
R04
PROJECT ADDRESS:
RAYMOND MCDANIEL
37430 LILLY BEAAVE
ZEPHYRHILLS,FL.
DETAILS
S- 2C
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10,&FBC 2010
WITH 2013 SUPPLEMENT.
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Oi 70667 '
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ENGINEER OF RECORD
I . David W. Smith P.E.
LI FLORIDA LICENSE NUMBER:53608
Q d LI
LI Thomas L. Hanson P.E.
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FLORIDA LICENSE NUMBER:38654
4" CONCRETE SLAB LI Mark Ronald Dunn, Jr.
P.E.
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F Q W/ 8" X 8" FOOTER al _
3.SIDES cv FLORIDA LICENSE NUMBER:73968
Q I X Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
Q a FBC Plans &Engineering
1. . . 4 Q d a Services,Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY:
15'
REVISION: DATE:
RO 1
R02
R03
FOUNDATION PLAN R04'
114"=1'-0"
PItOJECT ADDRESS:
RAYMOND MCDANIEL
37430 LILLY BEA AVE
ZEPHYRHILLS,FL.
DETAILS
S- 2B
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10,&FBC 2010
WITH 2013 SUPPLEMENT.
\ NSF :i ' '
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.
EXISTING EXISTING WOOD FRAME SHED
MOBILE HOME �:, STA�6°P •:`;
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VL. 2 DBL. 2X3 PROFESSIONALENGINEERSEAL
N I ENGINEER OF RECORD
2X3 David W. Smith P.E.
2X3 FLORIDA LICENSE NUMBER:536O8
co N Thomas L.,Hanson P.E.
IFLORIDA LICENSE NUMBER:38654
2X3 2X3 LI Mark Ronald Dunn, Jr.
P.E.
Cl)
(p X M FLORIDA LICENSE NUMBER:73968
d
LI Joel Falardeau P.E.
DBL. 213 2X3 N N B FLORIDA LICENSE NUMBER:7O667
2X3 2X3 DL. 2X3
FBC Plans &Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101
5' 51 51 Zephyrhills,8.33542
3" X .024 COMPOSITE Fax:1-(866)Phone: )824-7894
R788-5314
OOF PANELS FL 7561 Email:erb@fb .com
Website:www.fbcplans.com
151 OR EQUAL • C.O.A.-#29054
DRAWN BY:
P LAN VIEW REVISION: DATE:
1/411=11_011 RO 1
R0 2
R0 3
RO4'
PROJECT ADDRESS:
RAYMOND MCDANIEL
37430 LILLY BEAAVE
ZEPHYRHILLS,FL.
FLOOR PLAN
S- 2.
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE7-10, &FBC 2010
PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. WITH 2013 SUPPLEMENT.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDERALUMINUM MEMBERS THEY SHALL
MINIMUM,3 1/2"NOMINAL THICKNESS.
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR \\\ (?•l'' ///
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH � ++ .
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED . °•• •
•.°
♦ °•'° E N a
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESI3 CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2. \�G F .°���✓�,
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED . e
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. '� O 70g67
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW ` NO• •
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS $g
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. •
87.. TIHI CONCRETE PRESSURE
CL O SHALL BE A
TO ASTM C94MOF INIMUM PSF. MANUGRADE FACTURER. FASTENERS#5 0 BETTER ZINC PLATED.LL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL. ® SATE of o 4ir
FOLLOWING:
8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
A '� •, f- R o J ae
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
O
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). moo°
18-8, ' °••'® � �`��
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
JOB DESCRIPTION: SCREEN ROOM
3/4". FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
AIR ENTRAINING+1-1%-ASTM C 260. OTHERWISE NOTED ON PLANS. PRO �If PN RSEAL
WATER REDUCING AGENT-ASTM C 494. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
CLEAN POTABLE WATER. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY : 1 David W. Smith P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE B FLORIDA LICENSE NUMBER 53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS 4. WIND LOADS:
RECOMMENDATIONS. E.REFERENCE STANDARDS: SCREEN ROOF: N/A Thomas L. Hanson P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 SCREEN WALLS: 23 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 SOLID ROOF(MWFRS): 20 PSF FLORIDA LICENSE NUMBER 38654
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-10 Mark Ronald Dunn, Jr.
SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 P.E.
B.MASONRY: ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FORALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER 73968
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C33 7. LIVE LOAD:
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. x Joel Falardeau P.E.
TYPE M S MORTAR. ASTM C494 ASTM A615 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
2.ALL MORTAR SHALL BE OF TYPE M OR S. 8. 4"CONCRETE SLAB,W/8"X8"LINEAL FOOTER W/(1)#5 FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A185 3000 CONCRETE W/6"X6"-#1OWWM OR FIBERMESH OVER
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23)
4.PROVDDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING W/2013 SUPPLEMENTS. 6"MIL PSIP CON SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.LM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL FBC Plans&Engineering
REINFORCEMENT WHEN GROUT POUR EXCEEDS T-0"IN 2005 ALUMINUM DESIGN MANUALServices,Inc.
HEIGHT. F.ABBREVIATIONS: 9. SCREEN ROOF TYPE: NIA 6272 Abbott Station Drive Unit 101
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 10. SOLID ROOF TYPE 3"X48"X.024 COMPOSITE PANEL ROOF FL 7561 OR EQUIV. Zephyrbills,fl.33542
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Phone:(813)788-5314
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Fax:1-(866)-824-7894
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITHA 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Email:(866J- 24-78 4
MINIMUM THICKNESS OF 0.040"FOR.SUPPORTING MEMBERS. 2.SIM--SIMILAR Email:e: 9054 ans.co.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3. DON--UNLESS OTHERWISE NOTED C.O.A.Websi-#29054
0.024"SHALL APPLY. 4.CONT--CONTINUOUS HOLLOW SECTIONS
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" DATE: 05-13-2015
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DRAWN BY:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
PREPARED BY THE ALUMINUM ASSOCIATION, 2.CONTRACTOR SHALL VERIFYALL DIMENSIONS AND DETAILS,
INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE2 x 5:---------------------------------------2"x 5"x 0.050"
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN RO 1
DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
&CHAPTER 20 ALUMINUM). � RO 2
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS. OPEN BACK SECTIONS 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION. 'SUNROOM ROOM ADDITION ELEMENTS AS PROVIDED BY THE0.045"
L`ADOI CO
.045" Eh �s,, .
F [ 0
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR
1 x 3:----------------------------------------1"x 3"x 0 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ' +r Di
TiIMTHAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS ' COD A
USING#12 SPACING MAYBE 24"ON CENTER. MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
BE IDENTIFIED
PRO CT ADDRESS:
6. VINYL IC/GLASS PANELS SHALL BE REMOVABLE.THEY 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2 x 3"x 0.050"
SHALL BE WITH A DECAL ESSENTIALLY STATING ---------------------------------
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Snap:-------------------------------=-2"x 4"x 0.045" RAYMOND MCDANIEL
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES.
37430 LILLY BEA AVE
VISIBLE WHEN PANEL IS INSTALLED. SELF MATING (SMB) ZEPHYRHILLS,FL.
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS:
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
D.FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" 0'f 1
cF
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" ANS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED LA ��
HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" F
WI ALT TS HA
TREATED WOOD. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" /N
2.HEXX BO S TO BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL,
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4101.17 IN ITS ENTIRETY.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL S - 1.