HomeMy WebLinkAbout16-17239 CITY OF ZEPHYRHILLS
5335-8TH STREET
• ' (813)780-0020 17239
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17239 Address: 37336 NEIGHBORS PATH
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: - Parcel Number: 03-26-21-0010-05400-0000
Improv. Cost: 6,000.00 OWNER INFORMATION
Date Issued: 4/14/2016 Name: PYON HAROLD & SCHAKIRA
Total Fees: 97.50 Address: 37336 NEIGHBORS PATH
Amount Paid: 97.50 ZEPHYRHILLS, FL 33542
Date Paid: 4/14/2016 Phone: 813-997-0421
Work Desc: INSTALLATIN 10 X 12 SHED
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 97.50
�
Ins ections Re uired
FRA E
SHEATHING
FINAL � �
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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: �(�l�
Date Received: � ��
Site: V 73�,t� �L°<c;,GL���
Permit Type: ��.Gf" �(�'x'l�
Approved w/no comments:O Approved w/the below comments: Denied w/the below comments: ❑
�C�- �-S � r �
This comment sheet shall �kept with the permit and/or plans.
��//f� �
Kalvin witze � ans Examiner Date C tractor and/or Homeowner
(Required when comments are present)
' -. - --- --• --- - - ---- - . �
• ' I IIIII�IIIII I�IIf IIIII IIIII IIIII IIIII IIIII IIlII IIIII IIII I�II
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Rcpt:1763311 Rec: 10.00
D5: 0.00 IT: 0.00
" 04/14/2016 J. R. , Dpty Clerk
PRULq S 0'NEIL,ph D PqSCO CLERK 8 COMPTROLLER
04/14/201 02:09 m 1 of 1
OR BK �3��_ PG 1722
�NOTTCE OF COMMENCEMENT' -
Pemiit No.
Property IdeMificatioa No. l�3'2�ri-2�-DO/(7- D S�/!3D^Dd QD
1HE?UNbEftSIGNED hereby give informs you thet the�provemcnt wi11 ba mede w certam real pmperty,and m accordence wfth
Sectioa 713.13 of the Floride Stemtes,the following infmmetloa is prorided in thiv NOTICE OF COIV�IILlVCEMENf,
--�IDesa'rytionofproperiy(legatdanlDNoaJ e �� �3 OtJ�nSL1� 2�0 SOv �'1 p�� e 2� �ctr}-
.� a)Sheet Ad�ess: 3 3 o r Z �3
�2.denecal descripdon ofimprovements: � 2
a 3.��r���� 1 cl P�
aj x�e�a�aa��: /-/a.-o o n 3�33� Neiq�bors �a� ��rhyrh�7lc-,�Z 33S�1�,
b)N�ne riad flddtess or zee simp�e rn�enomEr(if other th�owner) '
c)Iatecest m ProP�Y J�rii P�w/�1'�
�Coauactor Informetiofi
a)Nameandaddmss;. N�,-�Id P�on 3733� Neiyhf�r� �a¢ti 2e�h.y�k;lls,�L 3357(�
b)Tclephone No.: 1{!�-hl0-2 Fex No.( pt)
5.5urety Informetion .
a)Neme md'eddr�s: �
b)Amaunt oFBoad: �
c)Te]epLane No.: ' F.ax No.(OpC)
6.I.ender
a)Name and eddress:
Phone Na
7.Identity of pecson w�thin the State of Florida dealgnated by owner upon wbom notices or othar dac�cnts mey be served:
e)Neme end addmss: '
b)Telephone No.: ' ' Fex No.(Opt.)
8.In addition to htmsel�owner designares tfie following person to rx6iya a copy bf the I,iennr's Notice es prorided'm Satioa
713.53(lxb�Florida Smtutes:
e)Neme ead add�ess: •
b)TelephoneNo.: � ' � .FaxNo.(Opt) •
9.Fxpireflon date of Nodce of Commencemerit(the expiiation dato Is one year frbm the dare o�recording unless a diffeteat date is
spec3fled).
WAItNING TO OWNEit: ANY PAYMENT511�ADE$Y TAE O'PVNS[i AP°TER THE E3C�IRATTON OB THE NI07TCE OF
COMMENCEMENT ARS CONSIDE�D A1iPROPER PAYMIiNi'S TJNDElt CSAPTER?13,PART I,SEGTION 713.13,
FI:ORIDA STATUTES;AND CA1V RESULT IN YOUR pAYIIVG TWICE FOR 11YI�ROVE,MENTS 7'O YOYiR�ROPERTY.
A NOTlCE OF COMMENCEMENT MUSf BR RECORDED AND POSTED ON THE JQB S1T6 gEFORE THE FIRST
INSPEC'[TON. II+.'1'OU INTEND TO OBTAIN FINAN'CID1G,CUNSULT YOUk LENDER OR AN ATTORNEY BERYIRE
COMMENCII�fG R'ORK OR RECORAWG YOUR NOT[CE OF COMMENCE ^
SI'A'IE OF FWRIDA ,�'`` //
COUNfY OF PASCO �/�— �-- -V~�-�-
f Owav or '�Authorlrsd O�e�lDi /PmtriedMemga
� �a.�o� �yah ,�lt�
r��x� 'Q,�o�^
The foiegotng inshument was aclmowled ed before me tLis,L�dey of ��� 1� 20�,by �lJ�1 e• � J
_ �,2aC1'� sv ��stQt\J ' (type cf�auih �e.g.offieer,tnuta, �' ,JUGB L6BCh
in fact)for '�{}� (neme ofparty ou bohalf of hom Instrume ocec ted)• NOTARY�118UC
Pe�sonal}y Known_OR Produced IdendScetion� Naffiry Signahue STATE OF FlORiDA
�7 t� ` J �,^�-� . . Camrrd�FF223821
Type of Identifica6on Produeedr 1QC t C7C).�CN2CS Name(ptmt) ��L�I I e. LCCI�I�.I" \ �1�'9S 4/23/2019
��cecs� '
Verlfication pursuent to Section 92.525,Florida 5tahrtes.Under p�ebies ofperfury,•I deelere that I ba reed the foregoing 9nd tLat
the facts stated'm fr�e tve tn the best of my Imowledge and beHef �
s; ofN�i+ae1 Pu�cn sig�lny Above
FORh4SiNOC,mmOW 8�tli�Y�.
STATE OF FLORIDA,COUNTY OF PASCO g��� : o���R'
THIS IS TO C�RTIFYTHATTHE FOREGOING ISA ��' ° . ��i� r.
� TRUE AND CORRECT COPY OF THE DOCUMENT ��. •
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE §� '., �
WIT SS Y HAND D OFFICIAL SEAL THIS �
� � o In GoQ'We T�"'u`� �
__J�DAY OF �l 2� -� ° ` �'i
PA LA S.O'NEIL,CL RK&COMPTROLLER �� Y . � '�
g 'CZ��_ DEPUTY CLERK `� '. . �88 a ��Qp
�°T.�����Oi
eia-�saoozo City of Zephyrhills Permit Application Fax-813780-0021
Building Department
• •Date Received �, / phone Contact for Permitting --
-f"I-1'I-i-T'i' - �
Owner's Name �
�/) Owner Phone Number
Owner's Address �7�7�� IVI.'/ QD('j (,{. Owner Phone Number O�J -S�D-z3gg
Fee Slmple Titleholder Name Owner Phone Numher
Fee Simple Titleholder Address
JOBADDRESS 3� �3� �"��t ��rS (�(,� LOTN �
SUBDNISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTIC�
WORK PROPOSED � NEW CONSTR e ADD/ALT 0 SIGN Q � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK d FRAME 0 STEEL Q
DESCRIPTION OF WORK �S�I� S I� �X (`
BUILDING SIZE D'X/� S�FOOTAGE �z� HEIGHT �� .Z.��
BUILDING $/_�/(�/1 VALUATION OF TOTAL CONSTRUCTION
lQ l/t/
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ ��n
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 ? /
�
QGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER � O�PANY 6✓'EQ/,(//L�/
SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y! N FEECURREA Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllllltlllllllltlllllllil
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construc6on,
Minimum ten(10)working days after submiltal date. Required onsite,Conslruction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilifies&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.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 Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PEHMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directlons:•
Fill out application completely.
' Owner&Contractor sign back of appliraGon,notarized
If over 52500,a Notice of Commencement Is required. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized lelter from owner authorizing same
OVER THE COUNTER PERMIITING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
L
. 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 Buiiding 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 773,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 fili 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 Iess 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, welis, 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,cancei,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 AGEN�{/�i'��.�"'`cC� 0^' CONTRACTOR � �
��bs b d and s m o r affirtn$d) efor,�j me this �ybs�be�d�and swo to(oy affirtneQ)�bg forg�yne this
bY� �"D(� /'(/o �^�'LbY�f"T�/7�/L't �"`7��
�is/ar ersonally known to me or has/h e produced �}Q is/�e personally no}vn to me or has/ha e produced
L' t�ltn'S�,( ' s identification. '1—'�.�s2i V�QfS iACC:'�S-�as identificalion.
� otary Public �"'� `�/ Notary Public
Comm si�,M ' ' Com ion No
.o i��ic; `3 '� ,,=q4.: i.e,c:
=.: ;, � .= Commission#FF 150422
Name f�p p`,����g���er 1�����Q Name of Notary p'�tl, �.flr� ecem er i
°��.,p��;°.`` Borided Thru Troy Ftln Incur�nasb�g�:�819 '•;FpF'rti°.``� eonded Ttw Troy Fein Inaurona B00•388•7�19
�C.`Ki 11,1'.i:.:.A.-s>�<: SrT,.-.`...15+.::::✓.1�'4f�tv�NI>Y+1'.rA'��I.�:.:�:1�:..'>��.:r'1��'::.3.�"r •r; 4'r5..,v..,�r _ ,
-'-}'F' M1�.4'...Y:VY.:.:4:r�S�s - _.:t'a:Yn}�.:.v'i.]:.?U,tt" _
. • y ORDERED BY• � Y�� '��t; tFr���y H. ��
4 S rv_c�e..:nM . � r' - � �'s
� � i!
�� 1 Tnu��are....a � � - ' �` �$
_ \/ANDYI< MORTGAGE p r n ` �'
,, ;; ?�._. �,. �
1 CORPORATION � �� - �T
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y PROPERTYADDRESS:37336 NEIGHBORS PATH�ZEPHYRHILLS,FLORIDA 33542 , a `'r'SURVEY NUMBER:rFL1509.3749x �;
f.yr-n,�.r��;.:i,:.•.c�-r:r... rv.�_.::....r.�n .. a.mt,�. :.as� .:s.�o:.3:�s�c.c,::.+:.>••r.::,.x.,:,y'.a•::mw_,r,a;;�. F
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I � FIELD WORK DATE:ionnms REVISION DATE(S):iaEv.a ionvzois) �;
4 �
; FL1509.3749 $'
s BOUNDARYSURVEY O.R.B.4366,PAGE 378 -'+
' PASCO COUNTY "
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• � �
5�S A iY
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� �f�N'�SUINE`ro4� GRAPHIC SCALE (In Feet) r"�
� 1 inch = 60' ft �N� t+
� RICHARD S.SHOUN -
State of Flodda Pmfesslonai Surveyor and Mepper }�'
Llcense No.6138
<�
- Use ofThls Survey for Purposes other[han Inttnded,Withaut Wrlcten Verificitlon,wiil6e at the Userz Sole Hlskand Wi[hou[Liahlliry to ehe Surveyac ��
Nothing hereon shali be Construed to Glve ANY Rights or Benefits to Anyone O�her than those Certified. �
�.�.,,..�n��.v_...��nma;n...ra�r,�.' .;>,+.str:...z.rta,�_ _ �:csr::�o :Y.f. _ - '�i
FLOOD INFORMATION.r,�:.o�:...,+,::..�.:.�,s � , _�::,�.,:i.v:�.:.:-'a"".:rc�� : z....:-:_ _ - �-r��r�<<9r:n..:r..c�.
"a POINTS OF INTEREST ,
� BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING � NONE VISIBLE ��
MUNICIPAIITY OR VNNW.FEMA.GOV,THE PROPERTY APPEARS TO BE � �
LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN PASCO h �-
€ COUNTY,COMMUNIN NUMBER 120230,DATED 09/26/14. - - _�'.x4.*'r�•:":,:���'� •.;�+-'-'�,,>�-i,^:::r.�_u.n,u..,�;��-:.s;r....r:s
[.�
" CLIENTNUMBER:7p315082700 n^ �� DATE:10/12/2015�M � < d�A � � � ' A�FILIATE �
r��.:.. � ��w 1 1
� .<..�-.rz. ..;�,�a_a,.,:.::>���-e.-.u,.ra�.�n4. ..i;. .F�s��.r.-...��:..�,_.....;' p �l � �E�B��$
� BUYER:SCHAKIRA SAVINON&HAROLD PYON, k"- ,�GL;��, '
- 7� " ._-' _ I�. Y
; SELLER:MARTY R MONBARREN&CARRIE F MONBARREN 4 t�
>
�. �'_n,,...._.:.-�.�
, , -��;..,.
KCERTIFIED�.,��.y.»,:r..u-.:,��, :,,..-•...,.�.K.,_,«;a_�«.,.:,...».....::.:...w.. 3 ,.� :.�.e., x.: ,.s.,.�_ _ �.
. � .�- ...,. . ,,.��._..r.. �.
f �I:�d' -.e.•t5
f� TO:SCHAKIRA SAVINON&HAROLD PYON;MERIDIAN TITLE � n^%� �� q'� :`�`+r�-�J 7 � �•,
COMPANY;VANDYKMORTGAGECORPORATION;ITS .�._, l', �1' � j'`' K
SUCCESSORSAND/ORASSIGNS;ASTHEIRINTERESTSMAY� � ,�,-_„-�����i� FiA� �,i `
Sj ^ - .. .APPEAR F
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Product A roval Cover Sheet � ' ^� - � '� �A � ��
pp Permit#
As required by Florida Statue 553.842 and Florida Administrative Code 9B-72m
please provide the information an approval numbers for the building components �f
listed below if they will be utilized on the building or structure. �� CBC1253645 �Q
FI approved products are listed on line at www.floridabuilding.org or can be �F �F ��.��
obtained from the local product supplier.
All Products listed are per Florida Building Code 2014
Product Type County Manufacturer Model#/ FL product Miami/Dade
use Series Appr. #or NOA
Sidtng� LP Corp=_ _ ---�---panel��� .FL9_�1�90.-5�_e�
James L Hardie panel FL10477.1
* �,�,
Flood Vents Flood Solutions LLC foundatio FL17588 �~ �� �
r.�v� G �
��v G� �
Wtndow- Single Croft LLC. � �:S.er.ies_96:��� FL1558� .�� � ��,� ti`' \�
* Fixed Tansom Innovations Inc. � FL17667 �� � ti���, � ��
i �
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- - - _ - --�-------, G��� ...�� �����
Roof underlayment l,l,fi/oodland industries� C FLJ-7_206.2 .�� �. ��
Metal Roofing Thomas Arch.Metal company TM Rib FL5218.1 :'-�.�`t �r�,'�
Metal Roofing Thomas Arch.Metal company 5V Crimp FL5218.2 "',`�''
Asphalt Shingles Owe Csn orning �'? C oakrid e_.e. FL10674.-1�
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5'-2" 6'-2"
3'-2" _�
4'-45
111 4,_2, 3713/6" a, N / 16
/8 N 2-113 C° cV 12 1'-63%6" 1 12
12 N /$ 5 N t, Q5 r Q5 12
12 12/$ 12 29
Q 2X4 TOP
N29
CHORDS 51z4'-816"
N 12 2 _
2X4 TOP
`� r36A 2s N � N2X4 TOP 2X4 TOP 3X6 20 GA PLATESCHORDS
TYP ;t ) 3X6 20 GA CHORDS 3X6 20 GA PLATES M TYP BOTH SIDES
PLATES TYPBOTH SIDES CHORDS _____- /6-4,.
3'-2" 8'-4" 10'-4"
___ � � 12-4"
ti�Q 118"
5'-2"
_ 6'-2"
12
Q5 2X4 TOP = 4'-2"_ H 13 � a 4' 45/6.,
CHORDS N ° `" a 3 7 16 1 63 `N~ 12 1'-91 16,.
' I " 3X6 20 GA 12 2'-1138" 5 .. N 1 z 6 a�5 12PLATES TYP 2s r- 12 1'-28 5
N 2x6 BOTTOM CHORD Q 5 12 12 29296'-4" a z9 2X4 TOP2X4 TOP
N 2X4 TOP CHORDS (0 DESIGN LOADS: d- c) 3X6 20 GA CHORDS `c 3X6 20 GA PLATES \ CHORDS
TOP CHORD LIVE LOAD=20 PSF 7 PLATES TYPTYP BOTH SIDES ccY)TOP CHORD DEAD LOAD= 10 PSF `V x 2X8 BOTTOM CHORD
COLLAR TIE DEAD LOAD=5 PSF
BOTTOM CHORD LIVE LOAD=30 PSF 5-10d NAILS 5-1 Od NAILS 5-10d NAILS
BOTTOM CHORD DEAD LOAD=5 PSF EA. SIDE EA. SIDE EA. SIDE
8'-4" 10-4"
NOTES: 12'-4"
FBC, 5th EDITION (2014)
ANSI/TPI 1-2007 6'SPAN 8'SPAN
TRUSSES TO BE SPACED @ 24"OC REACTIONS: REACTIONS: 10' SPAN 12' SPAN
MATERIAL TO BE 2X4 SOUTHERN PINE GRADE#2 MAX. VERTICAL:415 LBS. REACTIONS: REACTIONS:
MAX.VERTICAL: 585 LBS. MAX. VERTICAL: 725 LBS. MAX. VERTICAL: 865 LBS.
OR BETTER. PLATES ARE TO BE PRESSED IN THE MAX. UPLIFT: -175 LBS. MAX. UPLIFT: -205 LBS.
WOOD PER TPI. MAX. UPLIFT: -255 LBS. MAX. UPLIFT:-300 LBS.
NOTE: NOTE:
REP MEMBER INCREASE:YES TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS NOTE: TRUS:
LUMBER D.O.L.: 1.25 UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER TRUSS MAY BE USED ON BUI ING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. UP TO 20FT UNLESS CEILING OIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER
WIND: TENSION TIE IS PROVID D. TENSION TIE IS PROVIDED.
ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60 MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
PLATES ARE MANUFACTURED BY EAGLE METAL ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN VERT TL: 0.08 in.
PRODUCTS, ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. _ It 11l�IltJtl+f
Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED,INC. FLORIDA LICENSE PE#. C t w S E TITLE DRAWING NO.
TUFF S HE OFS TUFF ARE SHED, INC.PROPERTY
Customer: Drawn By: PK OF I THESE ENGINEERING DEPARTMENT � FL-PR-SR-TR-01
DRAWINGS ARE FOR A No• 76835
SEALER'S PRINTED NA�J1 TRUSS DETAILS
Storage Buildings & Garages Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS, -Site Address: P.E. -
TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. RICHARD WILLS REV. LEVEL 01
Checked By: ANY OTHER USE IS TATE F SHEET
FORBIDDEN BY BOTH TUFF 17 i7 S.HARRISON STREET �' FBC, 5th EDITION (2014) /�
TAMPA,FL Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 i�CV O rR t o Q . <` 4
Building SIZe:WIDTH-LENGTH-HEIGHT-SQ.FT.AREA
RECORD (303)753-8833 EXT. 5618 155C PAGE 4 OF 4
Scale: N.T.S. S ' � • ATE
.
#12-14 X 3" HEX HEAD SELF-TAPPING 1 1 1. STEEL SHED FOUNDATION: TRIM
SCREWS SPACED @ 12"OC. -��, 600T125-54- 16 GAUGE STEEL TRACKS G140 ZINC COATED SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
600S137-54- 16 GAUGE STEEL JOISTS G140 ZINC COATED 2X4X2' • PART NUMBERS:
3/4"APA OR TECO RATED T&G • @ 24"O.C. BLOCK OT3644GPMP-5/8"X 36"(36" IMBED)GALVANIZED AUGER
FLOOR DECKING. (SUPPLIER:ALLIED STUDCO (JOIST:600S137-054/TRACK: ATTACH BRACKET TO OT17SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS @ 24"OC 600T125-054) ICC ER-4943P. STUD THRU HOLE IN REPORT NO. LO-FJ90129-A
• 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR ANCHOR PLATE WITH -OR-
#10 X 3/4" PAN ' , ® DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. Z
3/80 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
HEAD SELF TAPPING 1 BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
SCREWS (2 PER TAB) r ® 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING v CORNER STUD • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
#8 x 1-5/8"ZINC PLATED SCREWS @ 12"O.C. WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24"OC. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS ,/ ,�,�,/,,,,,, , , _j AUGER ANCHORS
OR TRACKS WITH#12-14 X 3" GALVANIZED SELF-DRILLING \ \\\�\\\�
• STUD Q WIDTH LENGTH #OF ANCHORS
2X6 STEEL TRACK EACH END i SCREWS @ 12"O.C.
i 6' 6'-18' 4 ANCHORS
BASE PLATE SCREW SPA
5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS w
CING WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS 8' 8'-24' 4 ANCHORS
6-12' AS SHOWN. 10' 10'-24' 4 ANCHORS
' 8"O.C. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL STUD 12' 12-24' 4 ANCHORS
BUILDING: C" SIDING 4-ANCHORS PROVIDE (1)AT EA.
SUGGESTED SIZES: 2"x 8"x 16", 4"x 8"x 16", OR 8"x 8"x 16". CORNER OF THE BUILDING.
BLOCKS UNDER JOISTS SPACED @ 7'-0"O.C. MAXIMUM. TRIM
STEEL SHED BASE DETAIL BLOCKS UNDER TRACK SPACED @ 4'-0"O.C. MAXIMUM. N END WALL
SCALE:N.T.S.
ANCHOR BRACKET
TO BE FLUSH WITH
AUGER ANCHOR DETAILEDGE OF TRIM
SCALE:N.T.S.
UNHEATED SPACE
SIDING STUD KWIK BOLT ANCHORS
TRIM (INTO CONCRETE ANCHOR BOLT& CONTINUOUS FOOTING NOTES
RE: DETAIL 3 SHEET 3 P.T. SILL PLATE 1, TOP OF SLAB TO BE 6"MIN.ABOVE GRADE. SLAB REINFORCEMENT SHALL
3/8" NYLON WIDTH LENGTH QTY PER NOTES BELOW BE WWF 6X6 W1.4xW1.4. LOCATE AT MID-DEPTH OF SLAB.
3/8" CARRIAGE -OR-
LOCK NUT 6' 6'-10' 6 SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
BOLT(GRADE 2) 6' 12'-18' 8 #4 CONTINUOUS FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
BASEPLATE 8' 8'-14' 6 1 3/4' TOP&BOTTOM THROUGH CONCRETE W/MIN.1 POUND PER CUBIC YARD OF CONCRETE.
Z J d 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
8' 16 20 8 U >- FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
FLOOR PLY 8' 22'-24' 10 - 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL,
OT17SWB M� GRADE OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
10' 10'-16' 6 BEARING PRESSURE IS 1000 PSF AT 12"BELOW GRADE.
-OR- 10' 18'-24' 8 ___ _____ ____ 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc=2500 PSI.
OT24SWB 12' 12' 18' 6 Z a° n� 5 REINFORCING STEEL:A615,GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
6" 0 12' 20-24' 8 DIAMETERS OR 24"MINIMUM,WHICHEVER IS LARGER.
Z \/�������� a �� ������� SEISMIC DESIGN CATEGORY:B
1/2" HILTI KWIK BOLT TZ NOTES: / / �/� \��\ A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 304 I I 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS �� / SLAB 1/2"DIA X 7"LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5"INTO THE
EMBEDMENT DEPTH = 2" L_, STEEL SHED REINFORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN 6'OC.
2. PROVIDE (1)ANCHOR AT EA. CORNER 3" CLR. '` C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
MIN. EDGE DISTANCE = 6" BASE OF THE BUILDING.THE REMAINING J a PER NOTES BELOW
ANCHOR SPACING: RE: KWIK 4" CONCRETE ANCHORS EQUALLY SPACED ALONG THE 0 } TYP. WITH 1 BOLT LOCATED NOT MORE THAN 12"NOR LESS THAN 7 BOLT
LENGTH OF THE BUILDING. (1/2 THE M ~ 8" THICKE E S B DIAMETERS FROM EACH END OF EACH PIECE.
BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED). MIN.
OSIDEWALL BRACKET DETAIL (� CONCRETE FOUNDATION DETAIL I
SCALE:N.T.S. 0 J SCALE:N.T.S.
Order#. P.O.# THESE DRAWINGS AND THELORIDA LICENSE PE# • • '• TITLE DRAWING NO.
c N• �'�i
DESIGN ARE THE PROPERTY TUFF SHED,INC.INC \ 3 F•`C�
TUFF SHE D Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PTB-TB600-01
TB600-01
AND BUILT BY TUFF SHED.
DRAWINGS ARE FORA SEALER'S PRINTED NRItA o. 76835 DETAILS
Storage Buildings & Garages Site Address: Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. RICHARD WILLS = REV. LEVEL 01
STUFF SHED, MFG. FACILITIES
Checked By: ANY OTHER USE IS % -o: SHEET
1777 S.HARRISON STREET ITATE OF FBC, 5th EDITION (2014)
FORBIDDEN BY BOTH TUFF 3
TAMPA,FL Building Slze:WIDTH-LENGTH-HEIGHT-SOFT.AREA Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 iiier, •,�< O R 1 O P•,:F � 155C
RECORD (303)753-8833 EXT. 5618 `��/ A TE PAGE 3 OF 4
Scale: N.T.S.
'IIit �,
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE PTB AND TB600 DRAWINGS
I II SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK MAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL
DOOR HANDLE AND STRIKE BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED
PLATE ATTACHMENT USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING I SHEAR WALL
@SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
SCALE:N.T.S. INSTRUCTIONS. USE#8 x 2-1/4" 6' 6'-24' 8d NAILS @ 6" O.C. 0' 6'-24' *6' 6' 8d NAILS @ 6" O.C. SEE NOTE 3
SQUARE DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24' "`6' 8'-9' 8d NAILS @ 4"O.C. SEE NOTE 3
BOLT LATCH ON FIXED DOOR FOR
DOUBLE DOOR ATTACH STRIKE PLATE WITH(2) 10' 10-24' 8d NAILS @ 6" O.C. 0' 10-24' 6' 10-14' 8d NAILS @ 6" O.C. 0' 6'
#8 x 2"SQUARE DRIVE WOOD
ATTACH(1)BOLT LATCH AT THE TOP AND SCREWS. 12' 12-24' 8d (JAILS @ 6" O.C. 0' 12'-24' 6' 16'-20' 8d NAILS @ 4" O.C. 0' 6'
(1)BOLT LATCH AT THE BOTTOM OF THE ■MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0"WALL SEGMENT 6' 22-24' 8d NAILS @ 3" O.C. 0' 6'
FIXED DOOR.ATTACH EACH BOLT LATCH
ASSEMBLY WITH(4)#8 x 2-1/4"SQUARE 6' 6'-24' 8d NAILS 6" O.C. UP TO 12' 4' 8' 8'-16' 8d NAILS @ 6"O.C. 0' 8'
DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS @ 6" O.C. UP TO 12' 4' 8' 18-24' 8d NAILS @ 4" O.C. 0' 8'
O 10' 10-24' 8d NAILS @ 6" O.C. UP TO 12' 5' 10' 10-20' 8d NAILS @ 6" O.C. 0' 10'
10' 10'-24' 8d NAILS @ 4"O.C. UP TO 12' 4' 10' 12'-24' 8d NAILS @ 4" O.C. 0' 10'
12' 12-24' 8d NAILS @ 4" O.C. UP TO 12' 5' 12' 12'-22' 8d NAILS @ 6" O.C. 0' 12'
12' 24' 8d NAILS @ 4"O.C. 0' 12'
EXTERIOR DOOR SHEATHING ROOF SHEATHING (7/16"OSB) ■MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0"WALL SEGMENT
PREMIER SERIES- 1/2" DURATEM WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-9' 8d NAILS @ 4" O.C. 3' SEE NOTE 3
O DOUBLE DOOR ASSEMBLY SUNDANCE SERIES-3/8"SMART, 6' 6'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4"O.C. 6' 10-12' 8d NAILS @ 4" O.C. (BS) 3' 2' (RE: NOTE 6
1 B 6' 14-16' 8d NAILS @ 3" O.C. (BS) 3' 2' (RE: NOTE 6
TOP VIEW 8' 8'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4"O.C.
INTERIOR DOOR SHEATHING 8' 8'-10' 8d NAILS 6" O.C. 3' 5'
SCALE:N.T.S. 10' 10'-24'- 8d NAILS @ 4" O.C. 8d NAILS @ 4"O.C.
PREMIER SERIES- 1/2"CDX 12' 12'-24` 8d NAILS @ 4"O.C. 8d NAILS @4" O.C. 8' 12'-14' 8d NAILS 4"O.C. 3' 5'
BOLT LATCH ON FIXED SUNDANCE SERIES-7/16"OSB 8' 16'-20' 8d NAILS 3" O.C. 3' 5'
DOOR FOR DOUBLE DOOR NOTES: 8' 8' 8d NAILS 6"O.C. 4' 4'
1. USE 8d RING SHANK NAILS W/A MIN SHANK DIAMETER 8' 10-12' 8d NAILS 4"O.C. 4' 4'
WHEN THE FIXED DOOR IS OF 0.131"AND A LENGTH OF 2 1/2". 8' 14-16' 8d NAILS @ 3" O.C. 4' 4'
CLOSED AND BOTH BOLT
LATCHES ARE ENGAGED,THE 10 10'-14' 8d NAILS 6" O.C. 3' 7'
TOP BOLT LATCH WILL REST 10' 16-20' 8d NAILS @ 4" O.C. 3' 7'
AGAINST THE INSIDE EDGE OF HINGE ATTACHMENT
THE HEADER,AND THE BOTTOM 10' 22-24' 8d NAILS @ 3" O.C. 3' 7'
BOLT WILL REST IN A (3)TUFF SHED HINGE TABLE NOTES: 10' 10'-12' 8d NAILS @ 6" O.C. 4' 6'
PRE-DRILLED HOLE IN THE PER DOOR/DOOR 10' 14-18' 8d NAILS 4"O.C. 4' 6'
• PANEL, FILL EVERY
FLOOR DECKING. HOLE IN HINGE WITH 1. NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE 10' 20'-22' 8d NAILS @ 3" O.C. 4' 6'
• • - #8 x 2-1/4"SQUARE WITH FOIL BACKER.
DRIVE WOOD SCREIA 2. NO SINGLE OPENING GREATER THAN 8'-0" 10' 10-12' 8d NAILS @ 4" O.C. 6' 4'
3. *6'WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED 10' 14' 8d NAILS 3"O.C. 6' 4'
DOOR THRESHOLD DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST 12' 12-14' 8d NAILS @ 6" O.C. 4' 8'
BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES. THE 12' 16-22' 8d NAILS @ 4" O.C. 4' 8'
END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN
WALL ON EACH SIDE OF THE OPENING. 12' 24' 8d NAILS 3" O.C. 4' 8'
ODOUBLE DOOR ASSEMBLY HINGE ASSEMBLY 4. USE RING SHANK NAILS WITH A SHANK DIAMETER OF 0.113" 12' 12-16' 6'
SIDE VIEW 3 FRONT VIEW AND A LENGTH OF 2 1/2". 12' 18'-20' NAILS @ 3" O.C. 6' 6'
SCALE:N.T.S. SCALE:N.T.S. 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12"O.C. 12' 12-14' d NAILS @ 3"O.C. 8' 4'
6. ON THESE BUILDNGS 6'X 10'-18'THE 3' DOOR IN THE END WALL
DOORS: WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR.
7. (BS)- DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
UP TO 47"x 80 1/4"ON SINGLE HUNG DOORS AND 96"x 80 1/4" /j
BOTH SIDES. j
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1. \ \` 11 I . //
If
Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE PE#7 �3 ,• E - F'':S ��i TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC.TU FFSHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT 76835 FL-PTB-TB600-01
DRAWINGS ARE FOR SEALER'S PRINTED NA=*F - DOOR DETAILS
Storage Buildings & Garages Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS,P.E. NAILING REQUIREMENTS REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS
TUFF SHED,MFG. FACILITIES Checked By: ANY OTHER USE IS
1777 S.HARRISON STREET STATE OF /Q-
FORBIDDEN BY BOTH TUFF L
TAMPA,FL Building Size:
WIDTH-LENGTH-HEIGHT-SO.Ff.AREA Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 ����'cC �,�•R' PG�� \\`
Scale: N.T.S. RECORD (303)753-8833 EXT. 5618 511E 155C�► .... E PAGE 2 OF 4
NOTES: - UNINHABITED UTILITY BARN SHED UP TO 12' WIDE X UP TO 24' LONG
1. BUILDING CODE:
FLORIDA BUILDING CODE, 5th EDITION (2014) PTB, TB600
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES (HVHZ)
2. DESIGN LOADING: COLLAR TIE REQUIRED ONLY AT 7/16"OSB
WIND SPEED (T1609.3.1):V„1t= 155 12'WIDE SHEDS, SEE TRUSS
SHEATHING
Vasd= 120 5 CALCULATIONS OR 7/16"OSB
EXPOSURE: C SHEATING WITH
ROOF LIVE LOAD: 20 PSF 12 REFER TO THE TRUSS DESIGN FOR RAFTER FOIL BACKING
ROOF DEAD LOAD: 10 PSF LUMBER SIZE, PLATE SIZE,AND SIMPSON H8
TRUSS SPACING BOTTOM CHORD PLATE ON INSIDE
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) 29
AT EACH RAFTER
IMPORTANCE FACTOR: (1w): 1_0 FLORIDA APPROVED OWENS
RISK CATEGORY: I �- CORNING OAKRIDGE 30 YEAR TB600-USE(2)2X4
COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) OPTIONAL LOFT \ TOP PLATES
SHINGLES-FL3663 PTB-USE 2X4
WIND PRESSURE (psf) (ASD VALUES) 67 PSF (ZONE 2, 3) -OR- AND 2X6 TOP PLATES
(BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) 6'-8'WIDE LOFT JOIST-2X6 FLORIDA APPROVED THOMPSON AS SHOWN
42 PSF (ZONE 5) 10'WIDE LOFT JOIST-2X8 ARCHITECTURAL METALS CO.
INTERNAL WIND PRESSURE COEFFICIENT: +0.18 2 = 12'WIDE LOFT JOIST 2X10 METAL ROOFING-FL1 1101
(ENCLOSED BUILDING) -0.18 SEE THE TRUSS TO WALL W WALL TOP PLATES
= CONNECTION DETAILS- -TOP PLATES ARE TO BE
NAILED TOGETHER. NAILS
FLORIDA BUILDING APPROVAL NUMBERS DETAIL 2 OR 5 ARE TO BE DRIVEN IN AT
1. WINDOWS BY CROFT LLC- FLORIDA BUILDING APPROVAL Q SEE SHEET 3 FOR THE STEEL FLOOR AN ANGLE. 10d NAILS
#FL15585-R1. WITH ANCHOR DETAIL OR WALL FRAMING TO BE 2X4 SPF#2 OR STAGGERED AT 12"O.C.
2. LP SMARTSIDE SIDING- FLORIDA BUILDING APPROVAL#FL9190.5. FOUNDATION DETAIL BETTER @ 16"OC. SOUTHERN PINE STUD(TYP.)
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL O TRUSS TO WALL
#FL10674. 6'-0"TO 12'-0"WIDE CONNECTION DETAIL
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- FLOOD VENTS IF REQUIRED
SCALE:N.T.S.
FLORIDA BUILDING APPROVAL#FL1814-R6. -ONE SQ INCH SCREEN FOR EVERY
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING- BUILDING SECTION 1 ONE SQ FT OF BUILDING.
FLORIDA BUILDING APPROVAL#FL5218 SCALE:N.T.S.
7/16"OSB
DOUBLE TOP PLATE SHEATHING
OR7/16"OSB
HEADER NAILING: SHEATING WITH
FOIL BACKING
1/2" PLYWOOD SPACER RAFTER
HEADER TO STUD- 4-16d END SIMPSON H8
NAIL DOUBLED HEADER HEADERS FOR PLATE ON INSIDE
- 16d @ 16"STAGGERED FACE NAIL OPENINGS UP TO 3'-0" AT EACH RAFTER
(2)2x4 SP#2
NAILING: 2x4 WINDOW SILL TB600-USE(2)2X4
TOP PLATES
PTB-USE 2X4
REFER TO SHEET 2 FOR WALL AND SIDEWALL DOORS NOT
AVAILABLE ON THIS MODEL AND 2X6 TOP PLATES
ROOF SHEATHING NAILING. AS SHOWN
TRIMMERS
MAX WALL HEIGHT FOR
EACH SHED: FLOOR DECKING -
WAL TOP PLATES
TRIMMER STUD
BASEPLATE T PLAT S ARE TO BE
HEADERS FOR: NAI E TOG rHER. NAILS
TB600-5-10 3/4"(70 3/4") KING STUD REFER TO THE DOOR DETAIL OPENINGS UP TO 6'-0" AREOBE RIVEN IN AT
PTB-6'-4 1/2" (76 1/2") (SHEET 2) FOR THE DOOR USE(2)2x4 SP#2 A ANG E. 10d NAILS
FOR WINDOW OPENINGS UP TO 3'-0" DESIGN OPENINGS 6'-1"TO 8'- " S A GER D AT 12"O.C.
USE(2)2x6 SP#2 S U HER PINE STUD(TYP.)
WINDOW HEADER DETAIL DOOR HEADER DETAIL HEADER DETAIL FOR IIIl, /'� TRUSS TO WALL
3 FOR SIDE WALLS 36 FOR SIDE WALLS ' END WALLS ���� D �,/ CONNECTION DETAIL
SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. //SCALE:N.T.S.
Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE PE#7 5 .' TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC No. 76835
TU FF SHE D Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT = I = FL-PTB-TB600-01
DRAWINGS ARE FORA SEALER'S PRINTED NAIv: * - BUILDING SECTIONS
Storage Buildings & Garages Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. REV. LEVEL 01
g g Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS TATE OF
IEADER FRAMING DETAILS
TUFF SHED, MFG. FACILITIES 'Q
Checked By: ANY OTHER USE IS �� •, p ••'�, SHEET
1777 S.HARRISON STREET ✓ • o a I o FBC, 5th EDITION (2014)
FORBIDDEN BY BOTH TUFF / Si• `���4 ,
TAMPA,FL Date: DENVER,COLORADO 80210 `' NAL E
Building SIZe.wIDTH-LENGTH-HEIGHT.SQ.FT.AREA SHED AND THE ENGINEER OF ? C - 155C
Scale: N.T.S. RECORD (303) 753-8833 EXT. 5618 SEAL 'ifs PITWR /D TE PAGE 1 OF 4