HomeMy WebLinkAbout14-15570 CI OF ZEPHYRHILLS �
5335-8TH STREET
., (si3pso-oo20 15• 0
�` B ILDING PERMIT
PERMIT INFORMATION ' LOCATION INFORMATION
Permit Number: 15570 Address: 39049 9TH AVE
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: 12-26-21-0090-00000-0050
Improv. Cost: 2,387.00 OWNER'INFORMATION '
Date Issued: 8/18/2014 Name: HANSON, EDNA & BROWN WILLIAM
Total Fees: 67.50 Address: 39049 9TH AVE
Amount Paid: 67.50 ZEPHYRHILLS, FL 33542
Date Paid: 8/18/2014 Phone: 813-782-6350
Work Desc: INSTALLATION 12 X 16 SH D
CONTRACTOR S APPLICATION FEES
' TUFF SHED INC BUILDING FEE 67.50
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Ins ections Re uired "
FRAME
' SHEATHING
FINAL
REINSPECTlON FEES: Reinspection fees will omply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the foll wing reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corre ions not made when inspections called d) work not ready for
i inspection when called e) permit not pos ed on job site� plans not at job site g)work not accessible.
E: In addition to the re uirements of this e mit there ma be additional restrictions a licable to this ro e that
NOTIC q P � Y PP P P �Y
may be found in the public records of this county, nd there may be additional permits required from other governmental
entities such as water m nagement, state agencies or federal agencies.
"Warning to owner: Your failure to record notice of commencement may result in your paying twice for
improvements to your property. If you inte d to obtain financing,consult with your lender or an attorney
before recordi g your notice of commencement."
Complete Plans, Specifications Must Accomp ny Application. All work shall be performed in accordance with
� � City Codes and Ord nances. NO OCCUPANCY BEFO C.O.
_ �
ONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPEC ION - 8 HOUR NOTICE REQUIRED
PROTEC CARD FROM WEATHER
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ity of Zephyrhills
BUILDING LAN REVIEW COMMENTS
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Contractor/Homeowner: � U �� � ��
Date Received: � ^ 1 � ' f `�
Site: 3�' y � �f� �V �=
Permit Type: 2 X I 6 S N��
.
Approved w/no comments: a ` Approved w/t e below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the pe it andJor plans.
�?Gr.�•LJ�/l'! �
Kalvin Switzer—Plans Examiner `� D �te Contractor and/or Homeowner
(Required when comments are present)
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813-780-0020 City of ephyrhills Permit Application Fax-813-780-0021
' Building Department
Date Received L f �"/��
' ` Phone ontact for Pertnittin � V ��
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Owners Name 1 �(�iWl �W� Owner Phone Number
Owners Address �L D v 4 Owner Phone Number
i Fee Simple Titleholdor Name Owner Phone Number
Fee Simple Titloholder Address
JOB ADDRESS � D � LOT# �
SUBDIVISION PARCEL ID# �� �+�� � OD/���:X.M/� VOS(�
(OBTqINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED � NEW CONSTR B ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
' TYPE OFCONSTRUCTION Q BLOCK FRAME � STEEL Q
DESCRIPTION OF WORK I aX�� �5 e
eUILDING SIZE 0� /� � SQ FOOTAG !� HEIGHT 1
TrTTI"ITTTrTI"TTI"1"1-T PTrTI"ITTTrTTf�TI"ITTT�TT�TTr
�BUILDING $ � V LUATION OF TOTAL CONSTRUCTION
DEIECTRICAL $ A P SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $ � `�
�MECHANICAL $ V LUATION OF MECHANICAL INSTALLATION �yi \�
.�.
OGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO I
�i-r;-:..-..-r� :-i-d��:�.�-.-FF' �-s-:.-rC-:-:-i-:-F��:�.'.-:-:-' i��F:-i��i-�'.-+-:- �
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BUILDER COMPANY � TT � e
SIGNATUR REGISTERED Y/ N FEE CURRE� Y/N
Address �� J� A c> �iw � T �J License# �.l")C l 0�`5�(���
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Add ress License#
PIUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Addross License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y(N
Address License#
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RESIDENTIAL Attach(2)Plol Plans;(2)sels of Building P ans;(1)set of Energy Forms;R-O-W Permit tor new construction,
Minimum len(10)working days after subm llal dale. Required onsite,Conslruction Plans,Stortnwater Plans w/Silt Fence installed,
Sanilary Facilities&1 dumpster,Site Wo Permit for subdivisionsAarge projects
COMMERCIAL Attach(3)complete sets of 8uilding Plans lus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days afler subm ttal date. Required onsile,Const�uclion Plans,Slortnwater Plans w/Silt Fence inslalled,
Sanitary Facilities&1 dumpster.Sile Wor Permit for all new projects.All commercial requiremenls must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all EW construction.
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Directions:
Fill out application complelely
Ownor&Contractor sign back o(application,notarized
If over 52500,a Notice o(Commencoinent is required (A/C upgredos over$7500)
^ Agenl{(or lhe conlractor)or Power of Attorney(for the o ner)would be someone with notarized letler from owner authorizing same
OVER THE COUNTER PERMITfING (Front of Applicat n Only)
Reroofs i(shingles Sewers Service Upgrades A/ Fences(PIoVSurvey/Footage)
Driveways-Not over Counter if on public roadways..nee s ROW
NOTICE OF DEED RESTRICTIONS: The under igned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regul tions. The undersigned assumes responsibility for compliance with any
� applicable deed restrictions.
` UNLICENSED CONTRACTORS AND CONT CTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be requ red to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, b th the owner and contractor may be cited for a misdemeanor violation
under state law If the owner or intended contr ctor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the P sco County Building Inspection Division—Licensing Section at 727-847-
8009 Furthermore, if the owner has hired a ontractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this applicat on for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is ot properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACT/UTILITIES IMPA T AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse ecovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existin buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also und rstands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transpo ation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final po er 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 musl be paid prior to permii is uance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Flo ida Statutes,as amended) If valuation of work is$2,500 00 or more,I
certify that I, the applicant, have been provid d with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Depa ment of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtai ed a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'SlOWNER'S AFFIDAVIT I ce ify that all the information in this application is accurate and that all work
will be done in compliance with all applicable la s regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work nd installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and hat all work will be pertormed to meet standards of all laws regulating
construction, County and City codes, zoning r gulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of ther government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must t ke to be in compliance. Such agencies include but are not limited to�
- Department of Environmental Prot ction-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatme .
- Southwest Florida Water Mana ement District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilit tive Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agen -Asbestos abatement.
- Federal Aviation Authority-Runway . ,
' I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zo e"V"unless expressly permitted.
- If the fill material is to be used i Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be sub itted 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 sed only to fill the area within the stem wall.
- If fill material is to be used in a y 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 per it issued under the attached permit application,for lots less than one (1)
acre which are elevated by fill,an e gineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promi e 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 licens 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,constr ction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is ommenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a pe iod of six(6)months after the time the work is commenced. An extension
may be requested, in writing, from the Buildin Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work cea es for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE T RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO Y UR PROPERTY. IF YOU INTE D TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY B FORE RECORDING YOUR NO CE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONT
Subscribed and sworn to(or affirmed)before me Ihis Subscri e and sworn,V (o af irmed)before me i
_bY bY�
Who is/are personally known to me or has/have produced Who is/are personally known me or has/ha,e produced
as identification. as' enlificalion.
,,;�,s%�"G"• L ACO
Notary P blic o ary Public
�� ; Ex ires June 29,2018
CommissionNo. Comm si A„ �s royFainlnswance80Q385-7p1g
Name of Nolary typed,pnnled or stamped Name of Nota yped,printed or stamped
07107 NOTIGE OF COMMENCEMENT "lf over$2,500.04
State of Florid'a
; County of Volusia
Permit No
Tax Parcel Number
The UNDERSIGNED ttereby gives notice that improvemenf wi11 be made to certain
Real properry,and in accordance with Chapter 713,Florida Statutes,the following
lnformation is provide in fhe Notice of Commencement.
' i Description af Property:(l.egal description of the property,and stree address is if availabla.}
2. General description af improvement:
FOR CLERK'S QFFICE USE ONLY
i
3. Owner informativn:
a. Name and address
I b. Interest in property
c. Name and address of tee simple title holder(if other than owner)
4. Gantractar: �
Name and address
a. Phone numt�er
i Fax number
5. Surety:Name and address
� a, Phone number( )
Fax Number( )
-
� b. Amount of bontl$ .00
6. Lender�Name and address
a. Phone number( }
Fax Number( )
7. Persons within the State of Flarida designated by Owner upon hom natices ac other
Documents may be served as provided by Section 713.13(1)(a)7,Florida Statutes;
a. Name and address
b. Phone number{ }
�ax Number( } �
8, in addition to himself,Owner designates of
To receive a copy of ihe Lienor's Notice as prouided in Section 13.13(1)(b),Florida Statutes
a. Phone number{ )
b. Fax number( ) (
9. Expiration date of Natice of Commencement{ihe expiratian dat is 1 year from the date of recording
Unless a different date is specified)
WARNING TO OWNEft:ANY PAYMENTS MADE SY 1'HE OWNER AFTER T EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIQERED IMPROPER PAYMEN7S UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS Tp YOUR PROP RTY. A NOTICE OF COMMENCEMENT MUST BE '
RECORDED AND POS7ED ON THE JOB SITE BEFORE TFiE FIRST 1NSPEG ION. 1F YQU 3NTEND TO OB7A3N FINANGiNG, ,
CONSULT WI7H YOUR LENDER OR AN ATTORNEY BEFORE COMMENCW WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT i
! I
Signature af Owner Print Name of 0 ner
State of Florida County of
Aifirmed and subscribed betore me this day of 20 by
Who is personally known to me or who has produced (type nf ID)as identificaGon.
Signature oi Notary Public State of Flonda Print,7ype or Stamp Name of Notary
Notanal Seal Volusia County Permit Center Fax#386-740-5238
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C. FRED DEUEL & ASSOCIATES, ING.
5151 GALL BLVD. � �
ZEPHYRHILLS X FLUKII7A 33541 _. �-�y�
PHONE: (813) 782-6717 f '
FAX: ($13} ?$2-5426 � ,. � � jt �
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developecl tM�:EValuatfon Report " ,
Florida License ' PE-31242 � ,
Quallty Assurance Enttty Keystone Certlflcations,Inc. �
Quality Assurance Contract Expiratio Date 12/31/2016 �
Vali�lated;By� Steven M. Urich,PE �
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Date App�oved � 04/03/2012 • ; 2'f� "'' „ , ' ;, ; �
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Summary of Products ` �
FL# Model,Numb r or Name DescN tipn
I ,�; - 521�$:.1��: � 1-"TM Rlb" MlNmum 29 Gauge Steel, Maximum 36"Wlde Panel -
Attached to Wood Deck
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` � � ,�,`��; t,q�_�� , Installatton Instructions �. �!,; .k?F '•.`��' , ;
, ',�f�ft�Q�¢�q�'�ae In MVHZ: No ,� FL5218 �ti Ij, Ol TMRIIZWoodDecki �RC� ��} _ ; �;
, �Appro�iscru r,I���outalde HVHZ: es ' Verifled B�:7ames L. Buckner R:��s'� I(j''+�; y:j�� �;�:'���-�' ,.
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Impact Res statlt:No #312a2 ' � �,z�; . � �'� ,
` � Design Pressure:+N/A/-101 max. Created by Independent Third Party:�Y�s �P �
' Other: Refer to Evaluatlon Report fo Conditions& Evaluation Reparts • ! � ' '
�t �imltatiqns of,Us�. Refer to manufact rer's Installatlon FL5218 Ri AE 01 TMRIb WoodDeck �1/��tEP.ORT.pc�f'
;` � In$ti�ti`n�;,�s�d 3�u plemental uide. Created b IndependentThird Pa :,Yes �;, ,'.� `
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' '��;?i �' ;�'� � � 2-"5V Crimp" Mlnimum 26 Gauge Steel, Maximum 24"iYilld�t�Pan2! • ' i °
' �;',3�G R°` ' '� 'i I. I Attached to Wood Deck ' :����'��; ;',: ', � ; .
::�:'�• ,P, " `' "_,. � � i�� `� Installatlon..Instruqtions j> �,'q r:i,�=i:":''; + � -j.
'.Appro` ' ' �,M�i�e In HVHZ: No i ;i % FL5218 Ri 3I• 02. 5V/Crlmq Wo' dD;,' :� . : . •`� '�: �;i �,};y;v��...��
. Approvedr; _�W�C outside HVH2e es � � Verif�ed By:James L. Buckqer, P.E.i @ ,� '�;:T ��{p: '�;`;;; :':":�: .
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, Impact Reslstant: No - #31242 '� �;,. •
. Deslgn Pressure:+N/A/-87.5 Created by Independent Third Party:Y�s '}° , , .
, , • Other: Refer to Evaluation Report f r Condltlons& Evaluatlon.Reports ' ,
i;.�;J,;� Urtit,�tl �,s:�f U�e::Refer to manufa urer's installatlon FL 218 Ri AE V rim W dDeck EV� RORT:
, ..��};�� i°' i 'n�as a upplemental ulde Created by Inde endentThird Party:Yes.- s`' '
� ,Gy;i��Lr; � ; :i'� ''i 4-'TM Lock" � Minimum 29 Gauge Steel,Maximum;:�6"�; Ic��y��{je44.r •
2. � �•' i
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� �m :', , i ,. ' ui l;�." In Ilatl�e.InstruCtlops , �, `� �s..,;f.,: '° >.:, F,` . ,
,. S�'r.�_ � � , � P�. ' ,.;�.�. �:�:•:�";<�.: .; �.� s. .::;
Approved:i OI�.,�1 �in HVMZ:;No , �i . �FL�71,,8 F�1.TI��03 TMLock`WoodDeda�'L�-''V'tJ0.�:�REF.�Ri`J6dfa`,,�.; ';=,;r,. ;:,
0.�
Approved'�or u��outslde NVNZ: es � , VerlfiGd By:]ames L. Buckner, P.E. C�C,6U�fC;rI:�iiP:�;�'�'"' ;";°
, impact Resistant: No #3124z ' '(' � '
Design Pressuro: +N/A/-102.5 Created by Independent Third Party:Yes '� ' ' ` �
;: , �
Other:,Refer•to.Evatuatlon Report f r Condltions 8� Evaluatipn Reports .' � '" .
� •.�•��• ��ti��qf~US�:'Refer to manufa urer's installation FL5218 Rl AE 03 TMLock WoodDeck�_EYl�tiRE80RT odf� � ,
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SjaPC�t,'i�1'1� ��7'rtfUCtl.lfd) nq�czeer�ng CBUCK,lnc.Certificate of Authorization 1/8064
Ev luation Report
"TM Rib"
M tal Roaf Assembly
Manufacturer:
Thornpson Archi ectu�al Meta(s Company iTAMC13)
5015 . Hillsborough Avenue
Tampa, FL 336�5
(soa} 2�s-3�.5s
for
E! rida Product Approval
# FL 5218.1 R1
Fto ida Buitding Code 2010
Per Rule 9N-3
Method: 1 - D
Category: Roofing
Sub Category: Metal Roo�ing
Product: "TM Rib"
Materia(: Steel
P nel Width: 36"
Support: Wood Deck `
Prepared by: �
1am s L. Buckner, P.E., S.E.C.B. ,
Florida rofessional Engineer#31242
Flori a Evaluatian ANE ID: 1936 '
Pro ect Manager: Diana Galloway
R part No. 11-217-Rib-S9W-ER ,
Date: 2/6/12 ,
Contents:
Evalua ion Report Pages 1--7 ;
ames L..Buc ner,P.E,,SECB ;
Horida .E.# 1242 '
�BUCK,Inc. ��J l�. .
1394 N.Killian rive,Suite 4,West Palrri Beach,Florida 33443 _' _
Phone:(561j491-99 7 Fax:(561)491-9928 Website:www.cbuckinc.net :_ _. _ . _
� FL#: FL 5218.1-R1
Date: 2/6/12
• � ��� � �� ����� R2pOft NO.:11-217-Rib-S9W-ER
Page Z of 7
�
� II
Spectaity SrfUC1'Ufdl nqineerinq CBUCK,lnc.Certificate ofAuthorizotion#8064 -
Manufacturer: TAMCO , ,
Product Name: "TM Rib"
Product Category: Roofing
Product Sub-Category Metal Roofing
i Compliance Method: State Product A proval Rule 9N-3.005(1) (d)
Product/System "TM Rib"
Description: 29 gauge Steel of panel mechanically attached to Plywood Deck with screws.
Product Assembly as Refer to Page of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Adhesive
4. Underlay ent
Support: Type:
� Wood Deck
(Design of sup ort and its attachment to support framing is outside the scope of
this evaluation.
Description:
• 19/32" (mi .)or greater plywood,
• or Wood lank(min.specific gravity of 0.42)
Slope: Minimum slop shall be in accordance with manufacturer's recommendations, FBC
Section 1507.4. and applicable code sections.
Performance: Wind Uplift Re istance:
� Design Upli Pressure: Refer to Table"A"
(Refer to`? ble A"attachment details herein)
�
l
,
FL#: FL 5218.1-Ri
Date: 2/6/12
; �
� ��� ��������� Report No.:11-217-Rib-59W-ER
Page 3 of 7
. - SpPClalfiy Strucfiural f1q1f1PPflflq CBUCK,Inc.Certifcate of Authorization t18064
Performance Standards: The product des ribed herein has demonstrated compliance with:
• UL580-06— est for Uplift Resistance of Roof Assemblies
� UL 1897-04 Uplift test for roof covering systems
Standards Equivalency: The UL 580-94 UL 1897-98 standard version used to test the evaluated product •
assembfy is equ alent with the prescribed standards in UL 580-06 & UL 1897-04
adopted by the lorida Building Code 2010.
Code Compliance: The product des ribed herein has demonstrated compliance with Florida Building
Code 2010,Sect on 1504.3.2.
Evaluation Report This product ev luation is limited to compliance with the structural requirements
Scope: of the Florida B ilding Code, as related to the scope section to Florida Product
Approval Rule 9 -3.001.
limitations and • Sco e of"Li itations and Conditions of Use"for this evaluation:
Conditions of Use: This evalua ion report for "Optional Statewide Approval" contains technical
document ion, specifications and installation method(s) which include
"Limitation and Conditions of Use" throughout the report in accordance
i with Rule N-3.005. Per Rule 9N-3.004, the Florida Building Commission is
the authori y to approve products under"Optional Statewide Approval".
• O tion for a lication outside"Limitations and Conditions of Use"
Rule 9N-3. OS(1)(e)allows engineering analysis for"project specific approval
I by the loc I authorities having jurisdiction in accordance with the alternate
methods a d materials authorized in the Code". Any modification of the '
product as evaluated in this report and approved by the Florida Building
Commissio is outside the scope of this evaluation and will be the
responsibil ty of others.
• Design of su port system is outside the scope of this report.
• Fire Classific tion is outside the scope of Rule 9N-3, and is therefore not ,
included in t is evaluation.
• This evaluati n report does not evaluate the use of this product for use in the
High Veloc ty Hurricane Zone code section.(Dade&Broward Counties)
Quality Assurance: The manufact rer has demonstrated compliance of roof panel products in
accordance wi h the Florida Building Code and Rule 9N-3.0005 (3) for
manufacturing nder a quality assurance program audited by an approved quality
assurance entit through Keystone Certifications, Inc. (FBC Organization #: QUA
1824). I
�
- FL#; FL 5218.1-R1
Date: 2 j 6 j 22
i � ��� �������,.i�� Repart Na.:i1-217-Rib-59W-ER
Page 4 af 7
Spectaity '�..�'rt'tl.lCtUfd� nqinP+�rinq �g�CK,lnc.Certi�cate of Aufhorization#80&4
Components/Materials Roof Panel: TM Rib
(by Manufacturerj: Material: Steei
Thickness: 29 gauge (min.)
Panel Width: 3b"(max.)Coverage
TM Rib Heigh : 3/4°
Yie1d Strengt : 40 ksi min.
Corrosion Re istance: In compliance with FBC Section 1507.4.3:
• A5TM A792 coated, or
• AS7M A653 G90 galvanized steel
Fastener:
Type: Hex-Head Waod Screw with WSW
Size: #9 x 2-2j2"
Garrosian Re istance: Per FBC Seckion 15Q6.6 and 1507.4.4
Standard: Per AN51jASME 618.6.4
, Underfayment•
Per roofing man facturer's guidelines in compliance with FBC Section 1507.4.5
Seam Adhesive Sealant:
Product Rtam : 3M Scotch-Seai
Type: C►ne camponent, palyurethane adhesive
Application S ze: 3J8"bead
Application L cation: along male flange the full length of panel
` -�
FL#: FL 5218.1-R1
. Date: 2/6/12
' � ��� �qirl��rir�� Report No.:11-217-Rib-S9W-ER
Page 5 of 7
SpPCialty Structural nqlneerinq ceuCK,Inc.Certificate of Authorization Jt8064
Installation: Installation Met od:
(Refer to drawin s on Pages 6-7 of this report.)
■ Fastener sp ing: Refer to Table"A"Below
(along the ength of the panel)
■ Row Spacin : Refer to Tabie"A"Below
(along the ow,across the panel profile)
■ Rib Interloc : Lapped
■ Minimum fa tener penetration thru bottom of support,3/16".
■ For panel onstruction at the end of panels, refer to manufacturer's
instructions nd any site specific design.
TABLE"A"
astener Row Adhesive Design
pacing Spacing Pressure
' (PSF)
METHOD 1 5',4",5",4", 24„ 3/8"bead along _86
..Pattern male flange
" " " " 3/8"bead along
METHOD 2 5, att rn � 12,� male flange -101
Install the 'TM Rib" roof panel assembly in compliance with the installation
method listed i this report and applicable code sections of FBC 2010. The
� installation me hod described herein is in accordance with the scope of this
evaluation rep rt. Refer to manufacturer's installation instructions as a
supplemental g ide for attachment.
Referenced Data: 1. UL580-94&UL 1897-98 Uplift Test
By Hurrican Test Laboratory,LLC(FBC Organization#TST ID:1527)
� Report#02 7-0322-03#1,2,&3,Date:8/25/03
2. Quality Ass rance
By Keyston Certifications,Inc. (QUA ID: 1824)
Thompson rchitectural Metals Company Licensee#260
3. Equivalenc of Test Standard Certification
By James L Buckner, P.E.@ CBUCK Engineering
� (FBC Orga ization#ANE 1916)
4. Certificatio of Independence
ByJames L Buckner,P.E. @ CBUCK Engineering � •-=- - - -
(FBCOrganzation#ANE1916) ��� {:•�__ .•-• - � �
, , , �
FL#: FL 5218.1-R1
, Date: 2/6/12
" � ��� ���� ��� Report Na.:11-217-Rib-S9W-ER
Page 6 of 7
'SpPC��l�tl,j Structural nc�ineering �BUCK,lnc.Gertifiarte of Aufharization#&064
In tallation Method
TAMCO
"TM Rib" Roo Pane! Attached to Wood Deck
Profile�rawin�s
36"
g��
�
T
3/4"
T pical Panel Profile View
5�� 4�� �„ 4�� ��� 4�� 5�� 4��
Seam Adhesive
318"Sead Adhesive
continuous along laps
Fastener Soaanq
� Across F'anel Width
#f9 Hex-Nead Screw wifh WSW
Spaced in a 5",4",5",4",5",4",5",4"Pattem
,
Typ cal Assembly Profile View • � -... --- •
------— �
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�"���(��(S�jj� BCiS Home Log 1r1 User Registretl n lot Toplcs ' Submlt Surcharge ' Stats�FaCtS �PUbIICeUOns FBC Stefl � BCTS Sfte M0p �LJr.ks !SearCh
BUSlI��S (/�� ,� -
Professi�}�i`� P�uct Approv
r•�I USER:PubllcUSer
�e�uf�tic�r
ProduR Pporo+al Menu>ProduU r A ion Sea ch>�olication List>ApppcaHOn Detep
� }! FL# FL15585
Appllcation Type New
Code Version 2010
Applicatlon Status Appraved
*Approved by DCA.Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission if necessaty.
Comments
Archived �
Product Manufacturer Croft,LLC
Address/Phone/Emall P.O.Box 826
McComb, MS 39649
(601) 250-5088 Ext372
ANDERSD@CROFfLLC.COM
Authorized Signature James Bitz
bl�j@croftlic.com
Technlcal Representative James Bftz
Address/Phone/Emall P.O.Box 826
McComb, MS 39649
(601)684-6121 Ext372
bitz�@croftlic.com
QuaHty Assurance Representa
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certiflcatlon Mar1c or Listing
Certificadon Agency Amertcan Ar�chitectural Manufacturers Associatlon
Vaildated By American Archltec[ural Manufacturers Associatlon
Referenced Standard and Year o Standard) Sq�ard
Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equlvalence of Product Standa s
Certlfied By
Produd Approval Method Method 1 Optlon A
http://www.floridabuilding.org/pr/pr ap dtl.aspx?param=wGEVXQwtDqvKmQdlOUtQt.:. 3/20/2013
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• BUILDING D PS 127 W. Fairbanks Ave.
' Suite 438
A Perfect Sciutton in Eve op Wlnter Park,FL 327gg
CertjficateofAuthorization:z9 407.644.695�PH
407.6q.q.�366 fX
contact�Dbuildingdrops.com
Pro ct Ev$luation eport
of' I
Croft, LLC. '�
Series 96
,�
gie �Iu.�ig Wind '
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rida Product Appro
� FL#
eport No. 20
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F'1 ' a Baalding Coc�e 10
i� Per Rule 9N�3
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od: 1 — Certification)
O2`3'� Win ws
Sub—C ory: Sin g�g
oduct: Se,res Single�Tung W'�nd�x,
t�� �- Ainminam
Prodact D' ��;
' 4�4» '�!�(.�7aa�ge Pra�ree)
4'�" 0"(Fi»Frame)
�
� epared For:
; Croft, LLC.
; P.O. Bog 82b
��►���uo��
omb, MS 3964 ��.�`��Eg F. �'��,
.
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pared by ` � '•��'`�� �
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H es F. Nor�ro, P. � ' � � '
Floridal fessional Engineer# �g = � • 7 • * �
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, Date:04/25/12 � � : T F : ¢ �
nten • � • lV
Eval � % : •
�n`� P `�� : p-� '•., C P�.� t�, +
L F!� S %'��(1A•����������� ���`,�O
` ��I�`�j�NAL�� ����
; igitally signed by es F Norero,P.E. ♦�rr����������,
' eason:!am approv this document Hermes F. Norero,p,E,
4 ; ate:Z012,05.0910•
: 8'�'�' Florida No. 73778
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� A Rerfect Solution fn E Drop Date: 04j25/12
certff'scate of authoa�tton: s
Repoit No: 2Q33
Manufacturer: Croft�tl �
If �
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Rraduct Categary: Wirtdows fl
�'
Produd Sub-Category: Stngle Hu i ,
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Comp!lance Methacl: State Prod prova!Rule 9N-3. {1}{a}
Praduct Name: Series 96 Hong Wir�dow
4'4"X 6'4" 1 nge Frame)
4'd"x 6'�" n framej
IScope: This is a Pradesct Evaluation rt issued by Hermes orero,P.E.{Fl#73778)far Craft,tlC.based
� on Rute Chapter N�.9N-3. , ethocf 1a of the State f Fforida Product Approvat,�epartmer�t o€
i Cammunity Affairs-flat'ida il ing Carnm+ssian.
Hermes F.Norera,P.E.does ot hav�nar will acquire ancial interest in the cornpany
manufaciuring or distsibutin th produrt ar in any ot entiiy invoived in the approv�l process of
� the praduct named herein.
' This product has been evaiu d or use in tocatior�s a r+ng ta the 2010 Flarida Suitding Code.
,,
See instaiiation lnstruttians 4,sigr�d and sea�ed Nermes F.No�ero,P.E.(f!#?3778)for
specific use parameters.
', Limits of Uses
�� 1, This product has bee v tuated and is in com nce wfth the 2410 Florlda Building Code,
' exc din the"High V Nurricane Zone"( HZ}.
2. Product anchors shal! listed and spaced a own an detaits. Anchar embedrnent into
substrate materiai sh� b beyond wait dressin �r stucca. I
3. When used in areas r� w ng wInd borne debri ratectio�this product complies with '
Section 16U9.1.2 of th 20 0 Florida Buifding C and does require an impact resistant
covering. �
4. Site condittans that d at fram the detai3s of 14 require furth�r engineering analysis
by a iicensed enginee r r gistered architect,
5. 5ee Insta!{atian Instru a CRW14 for size an sign pressure limitattons.
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I � �lorida No.7377$
; ; Page 2 ot'S
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BUILDIt�G I�PS �L#:
� A PBEfeCt Soluttb»in Drap Date: 04/25/22
CertlBcate ofAuth�rtzation: 6 Report Afo: 2t333
,;
Cer�ificatia�n A�ency: The manufactur s demonstrateci compli of window products in Accordance vrith the
Fiorida Building and Rult 9N-3,005(3a manufacturing under an approved
certificattan agen rough Arnerican Ar+ch raf Manufacturers Association(F8C
�rganizatian#:C 49$)
;k ��
Pertorrnance Standards; The prad f escribed herein has be tested per: �
�
• aan� Ma/csa xoilt.s.zla s
Referenced Data: 1, Pr u 7esting performed b chitecturai Testir�g,,lnc.
{� rganRzation#TST1558)
Re #:8750&Ai-SQl-4?, part Date:03i28j12
2. Ce tian Agency
n Arthitecturai Man rers Assottadon �
(FB ani2atian#:CER149
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; � Hermes F. Norero,P.E.
i ' Florida No.73778
' � Page 3 of 5
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• . 6U�LDING t�PS ���:
� � Date: 04j25/12
A Perfect Saltttion in Qro►p Repart No: 2033
Ce►�cate of Aukhorizatian. 8
i
Inst�ilation. 1. Appraved anthor typ d substrates are as fali s:
iR
For Flan¢e Frame Instail�Nan: `� '
A. For two by{ d frame substrate,us IO Wood Screw type waod frame anchors of
sufficient!e achieve rrtinimum em ment of 1.5Q"into waod framing.
B. For concrete o smry substrate where e by(1X�,non-structural,wood bucking is
employed,use 6"dtameter 17W Ta e concrete screw anchors of suifcienY
iength ta achie � �nimum embedment a .25"into concrete or mason►y.
C. For directly int crete or masonry sub te,use 3j16"diartieter RW Tapcaa type
concrete screw hors of sufficient lengt o achieve minimum embedmeM of 1.25"into
concrete or m
�� fl. For steel subst ,use#10 7ek Screw ty steef frame anchars af�u�tient tength to
� ' achieve 3 thre inimum penexratian ond stee!scructure.
For F�n�,�n�i�stat �;
A. For twa by�ZX� d frame substrate,us 10 Wood Screw type waod frame anchars of
, sufficient lengi a achieve minimum em ment of 1.Sfl into waad framing.
B. �or steel substr e,e�se#10 fieic Screw typ steei frame anchon of sufficier�t length ta
achieve 3 threa tnirrrum per+etration b ond steel structure.
I Refe�to manufacturer Instal ti n instructians CItf01 r anchar spacing and more detaiis of#he
installation requirements.
.. -� Design Pressure:
t>V� SIZE MISSILE
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WIDTH HEZCHT IMPACT RATIN6
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TUFF S�tEn'
Storage Buiidings$ Garages
17777 South Harrison Street,Suite 600 • Denver,CO 80210
office:303-753-8833 • facsimile:303-782-5027
Structu al Calculations
for
Owner: Bill Bro n
39049 9 h Ave.
Zephyrh Ils, FL 33542
Project: 12'x16' all Ranch
P.O. #6 2530
Store: 470 - Ta pa
512 Jett n St.
Tampa, L 33619
Engineer: Richard . Wills, P.E.
Tuff She Inc.
1777 So th Harrison St., Ste. 600
Denver, O 80210
(303) 75 -8833 ext. 5618
Rwills t ffshed.co
6
Date: July 30, 01 �, :�,�,:�f� f�
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Page 1 of 10
TU�F SHEDm
Stora9e Buildings a Garages
17777 South Harrison Street,Suite 600 • Denver,CO 80210
ofiice:303-753-8833 • facsimile:303-782-5027
DESI N CRITERIA
Building Code: 2010 F C
Seismic Design Category: A
Wind Speed: 140 mp
Wind E
xposure. C
Building Specificatio s
Width: 16.0 ft.
Length: 16.0 ft.
Side Wall Height: 8.09 ft.
Stud Size: 2x4
Stud Spacing: 16 in. o. .
Wall Sheathing: 3/8" Sm rtside
Roof Sheathing: 7/16" O B
Wall "A" Overhang: 6.0 in.
Wall "B" Overhang: 6.0 in.
Wall "C" Overhang: 6.0 in.
Wall "D" Overhang: 6.0 in.
Foundation: Steel Sh d Base
Anchor: Auger A chors
Trusses
Span: 16.0 ft.
Left Overhang: 6.0 in.
Right Overhang: 6.0 in.
Spacing: 24 in. o. .
Pitch: 5./12
Lumber: SYP #2
Roofing: Composi ion Shingles
Top Chord Live/Snow Load: 30 psf
Top Chord Dead Load: 10 psf
Bottom Chord Live Load: 0 psf ,
Bottom Chord Dead Load: 10 psf
Occupancy Category: I - Low Hazard �
I'�
I
Page 2 of 10
Page 3 of 10
TU�F SHED�
Storage Buildin9s a Garages
17777 South Harrison Street,Suite 600 • Denver,CO 80210
oftice:303-753-8833 • facsimile:3D3-782-5027
Heade :Wall B,Hdrs 1 8�3
Tributary idth=8.0 ft.
Height of wall above He der-1.50 fl.
� Mo ent=6,575 in.Ibs.
' Rea ion=6741bs.
Header deplh=3.50 in. Lumber Header depth=3.50 in. Lumber
Total header widlh=3.0 in. HF#2 Tolal header width=3.50 in. LVL 2600Fb
Header span=3.25 ft. Fb=850 psi Header span=3.25 ft. Fp=2600 psi
F�=525 psi F�=1555 psi
Bending F�150 psi Bending F�285 psi
SK 6.13 cu.in. F�P=405 psi Sx 7 15 cu.in. F�P=750 psi �
F'n=1460 psi F�1300 psi Q R F'b=2981 psi F�2510 psi I
fe=1 W3 psi E=1,200,000 psi fp=920 psi E=1,900,000 psi '�
Emi�470,000 psi E,,,m 965,710 psi ,
Good/NO Good? O.K. LumberFactors Good/NO Good? O.K. Lum6erFactors
' Co=1.15 Duration Cp= 1.15 Duration �
Shear CM=1,00 Wet Service Shear CM=1.00 Wet Service
F',r 173 psi C�=1.00 Temperature F'�328 psi C�=1.00 Temperature
f�96 psi C�=1.00 Beam Stability f,83 psi C�=1.00 Beam Stability
GoodMo Good? O.K. CF=1.50 Size Good/No Good? O.K. CF=1.00 Size
C��1.00 Flat Use Cw=1.00 Flat Use
Deflection Ci=1.00 Incising De(lection C=1.00 Incising
E'=1,200,000 psi C,=1.00 Repetitive Me ber E'=1,900,000 psi C� 1.00 Repetitive Member
1=10.71875 C�=1.00 Form 1=12.50520833 Cp 1.00 Form
� DeFlection Ratio=U240 (L/x) DeFlection Ratio=L/240 (Ux)
Allowable Deflection= 16 in. Allowable Deflection= 16 in.
�_.OS in. �_.04 in. �
Good/No Good? O.K. Good/No Good? O.K. �
Hea er:Wall B,Hdr 2 ,
Tributary W th=8.0 ft.
Height of wall above He er-1.50 ft.
� Mo nl=26,301 In.-Ibs.
Reac ion=1 349 Ibs.
� Header depth=7.25 in. Lumber Header deplh=5.50 in. Lumber
Total header width=3.0 in. HF#2 Total header width=3.50 in. LVL 2600Fb
Header span=6.50 ft. Fb=850 psi Header span=6.50 ft. Fb=2600 psi
Fi=525 psi F�=1555 psi
Bending F�150 psi Bending F�285 psi
Sx 26.28 cu.in. F�P=405 psi S�17.65 cu.in. F�P=750 psi
F'e= 1154 psi F�1300 psi Q R F'n=2961 psi F�2510 psi
fo= 1001 psi E=1,200,000 psi fy=1490 psi E=1,900,000 psi
Em�,= 470,000 psi E,,,,,, 965,710 psi
Good/No Good? O.K. LumberFactors Good/No Good? O.K. Lum6erFactors
Co=1.15 Duration Co=1.15 Duralion
Shear CM=1,00 Wet Service Shear CM=1.00 Wet Service
F'�173 psi C�=1.00 Temperature F',328 psi Ci= 1.00 Temperature
f�93 psi C�=0.98 Beam Stability f�105 psi C�=0.99 Beam Stability
Good/No Good? O.K. CF=1.20 Size Good/NO Good? O.K. CF=1.00 Size
C��1.00 Flat Use Ci�1.00 Flat Use
Detlection Ci= 1.00 Incising Deflection C,=1.00 Incising
E'= 1,200,000 psi C� 1.00 Repetilive Mem er E'=1,900,000 psi C,=1.00 Repetitive Member
1=95.26953125 Cf= 1.00 Form 1=48.52604167 C�=1.00 Fortn
De(lection Ratio=U240 (Ux) Deflection Ratio=L/240 (L/x)
Allowable Defleclion=.33 in. Allowable DeOeclion=.33 in.
4= 15 in. �= 18 in.
Good/No Good? O.K. Good/No Good7 O.K.
i
Page 4 of 30
TUFFSH�Dm
Storage Buildings a Gara9es
17777 South Harrison Street,Suite 600 • Denver,CO 80210
office:303-753-8833 • facsimile:303-782-5027
He der:Porch Beam
Tributary idth=3.0 ft.
Heighl of wall above H der-.0 fl.
� Mo ent=11,025 in.-Ibs.
Rea lion=525 Ibs.
Header depth=7.25 in. Lumber Header depth=3.50 in. Lumber
Total header widlh=3.0 in. HF#2 Total header width=3.50 in. LVL 2600F6
Header span=7.0 ft. Fb=850 psi Header span=7.0 ft. Fb=2600 psi
F�=525 psi F�=1555 psi
Bending F,r 150 psi Bending F�285 psi
Sa 26.28 cu.in. F�P=405 psi S�7 15 cu.in. F�P=750 psi
i F'c=1153 psi F� 1300 psi O R F'b=2972 psi F�2510 psi
fe=420 psi E=1,200,000 psi tp=1543 psi E=1,900,000 psi �
' E�,� 470,000 psi E,,,,,= 965,710 psi
Good/No Good? O.K. LumberFactors Good/No Good? O.K. LumberFactors
Co=1.15 Duration Cp=1.15 Duralion
Shear CM=1.OD Wet Service Shear CM=1.00 Wet Service
F'�173 psi C�= 1.00 Temperature F',328 psi Ci=1.00 Temperature
f�36 psi C�=0.98 Beam Stabilil f,r 64 psi C�=0.99 Beam Slability
Good/No Good? O.K. CF=1.20 Size Good/No Good? O.K. CF=1.00 Size
C��1.00 Flat Use C��1.00 Flat Use
DeBection C,=1.00 Incising Dellection C,-1.00 Incising
E'=1,200,000 psi Cp 1.00 Repetitive Me ber E'=1,900,000 psi C,=1.00 Repetitive Member
1=95.26953125 Cr=1.00 Form 1=12.50520833 Cr=1.00 Fortn
DeFleclion Ralio=L/180 (L/x) Deflection Ratio=U240 (L/x)
Allowable Deflection= 47 in. Allowable DeFleclion=.35 in.
�_.07 in. �_.34 in.
Good/NO Good? O.K. Good/No Good? O.K.
Hea er:Roof Rafters
Tnbutary idlh=2.0 ft.
Height of wall above He der-.0 ft.
Ma ent=2,400 in.Ibs.
Rea tion=2001bs.
Header depth=5.50 in. Lumber Header deplh=3.50 in. Lumber
Total header width=1.50 in. HF#2 Tolal header widlh=1.75 in. LVL 2600F6
Header span=4.0 ft. Fb=850 psi Header span=4.0 ft. Fp=2600 psi
F�=525 psi Fi=1555 psi
Bending F�150 psi Bending F�285 psi
Sx 7.56 cu.in. F�P=405 psi Sx 3.57 cu.in. F�P=750 psi
F'6=1686 psi F� 1300 psi O R F'p=2939 psi F�2510 psi
�o=317 psi E=1,200,000 psi �e=672 psi E= 1,900,000 psi
Emi� 470,000 psi E„� 965,710 psi
Good/No Good? O.K. Lumbe�Factors Good/No Good? O.K. LumberFactors
Co=1 15 Duration Co=1 15 Duration
Shear CM=1.00 Wet Service Shear CM=1.0o Wet Service
F'�173 psi C�=1.00 Temperature F',r 328 psi C�=1.00 Temperature
f�36 psi C�=1.00 Beam Stability f,r q9 psi C�=0.98 Beam Stability
Good/No Good? O.K. CF=1.50 Size Good/No Good? O.K. CF=1.00 Size
C��1.00 Flat Use C��1.00 Flat Use
Deflecfion Ci=1.00 Incising Deflection C�1.00 Incising
E'=1,200,000 psi C�1.15 Repetitive Me ber E'=1,900,000 psi C�1.00 Repetitive Member
1=20.796875 C�=1.00 Form 1=6.252604167 Cp 1.00 Form
Defleclion Ralio=L1240 (Ux) Deflection Ratio=L/240 (L/x)
Allowable Deflection=.20 in. Allowable Detlection=20 in.
�_.02 in. 0=.05 in.
Good/NO Good? O.K. Good/No Good? O.K.
�
Page 5 of 10
' ���� �����
Storage Buildings a Garages
17777 South Harrison Street,Suite 600 • Denver,CO 80210
office:303-753-8833 • facsimile:303-782-5027
Trimmef fo�: Header•Wall B,Hdrs 1&3 TfIRIR1Cf fOf: Header•Wall B,Hdr 2
Hem Fir Stud Hem Fir Stud
Fy=675 psi Fe=675 psi
Load=6741bs. Fi=q00 psi Load=1,3491bs. F�=400 psi
width=3.50 in. F�150 psi width=3.50 in. F�150 psi
lhickness=1.50 in. F�=405 psi thickness=1.50 in. F�P=405 psi
No.of inembers=1 F�800 psi No.of inembers=1 F�800 psi
Unbraced Length(x)(width)=90.0 in. E�;�440,000 psi Unbraced Length(x)(width)=90.0 in. Em;�440,000 psi
Unbraced Length(y)(thickness)=6.0 in. Unbraced Length(y)(lhickness)=6.0 in.
Effective Lenglh faclor,FCep�=t LumberFactors EHeclive Length factor,FCe�,�=1 LumberFactors
Eftective Length factor,I(,�.�=1 Co=1.15 D ration Effective Lenglh factor,I(,b�=1 Cp=1.15 Duralion
CM=1.00 W t Service CM=1.00 Wet Service
c=0.8 Ci=1.00 T perature c=0.8 G=1.00 Temperature
A=5.25 sq.in. C�.=1.00 B m Stability A=5.25 sq.in. C�=1.00 Beam Stability
(I/d)K 25.71 CF=1.05 Si e (Vd)�25.71 CF=1.05 Size
(I/d)y-4.00 Cr„=1.00 FI t Use (I/d)y 4.00 Cn,=1.OD Flat Use
E'm;�440,000 psi C,=1.00 In ising E',,,;�440,000 psi C,=1.00 Incising
C,=1,00 R elitive Member C,=1.00 Repetitive Member
C�=1.00 Fo Cr 1.00 Fortn
Cr=1.00 B kling Stiffness CT= 1.00 Buckling SliRness
Weak Axis Calculations(y) Strong Axis Calculations(x) Weak Axis Calcalations(y) Shong Aris Calculations(z)
F�E=22605.00 F�E=546.99 F�E=22605.00 F�E=546.99
F'�966.00 F'�966.00 F•�966.00 F'�966.00
F�/F'�23.40 F�/F'�0.57 F�E/F'�23.40 F�EIF•�0.57
1+F�ElF'�/2c=1525 1+F�E/F`�12c=0.98 1+F�EIF•�/2c=15.25 1+F�/F'�/2�0.98
cP=o.ss c,=o.aa cP=o.ss cP=o.ae
F�957.53 F'�462.19 F'�957.53 F'�462.19
P,ii,w,y�e 5,0271bs. P,i�,,,yia 2,4261bs. P,i„x,yia 5,0271bs. P,uw.,yia 2,4261bs.
Good/No Good? O.K. GoodMo Good? O.K GoodMo Good? O.K. Good/No Good? O.K
Tfi�17R10�fOf:Header.Porch Beam T�IrtIRIB�f0�' Header.Roof Rafters
Hem Fir Stud Hem Fir Stud
i Fy=675 psi Fy=675 psi
Load=5251bs. F�=400 psi Load=2001bs. F�=400 psi
widlh=3.50 in. F,r 150 psi width=3.50 in. F,150 psi
thickness=1.50 in. F�=405 psi lhickness=1.50 in. F�=405 psi
No.of inembers=1 F�800 psi No.of inembers=1 F�800 psi
Unbraced Length(x)(width)=90.0 in. Em,�440,000 psi Unbraced Length(x)(width)=90.0 in. Em;�440,000 psi
Unbreced Length(y)(thickness)=6.0 in. Unbraced Length(y)(thickness)=6.0 in.
EHective Length fador,ICep�=1 LumberFactors EHeclive Lenglh taclor,FCap�=1 LumberFactors
Effective Lenglh factor,F(e�y�=t Co=1,15 D ation EHective Length factor,I(e�,�=1 Cp=1.15 Duration
CM=1.00 W i Service CM=1.00 Wet Service
c=0.8 C�=1.00 Te pereture c=0.8 Ci=1.00 Tempereture
A=5.25 sq.in. C�=1.00 B m Stability A=5.25 sq.in. Ci= 1.00 Beam Stability
(I/d),=25.71 C�1.05 Si e (I/d)R 25.71 CF= 1,05 Size
(I/d)y=4.00 CT„=1.00 FI t Use (Ild)y-4.00 Cw= 1.00 Flal Use
E'm;�440,000 psi C,-1.00 In ising E'm;�440,000 psi C,=1.00 Incising
C,= 1.00 R etitive Member C,1.00 Repelitive Member
Ci= 1.00 Fa C�=1.00 Fortn
Cr=1.00 Bu kling Siiffness CT=1.00 Buckling Stiffness
Weak Axis Ca/culations(yJ StronglLris Calculations(x) Weak Axis Calculations(y) Strong Axis Calculations(xJ
F�E=22605.00 F�E=546.99 F�=22605.00 F�E=54fi.99
F•�966.00 F'�966.00 F'�966.00 F•�966.00
F�E/F'�23.40 F�E/F'�0.57 F�/F'�23.40 F�E/F•�0.57
1+F�E/F'�2c=15.25 1+F�ElF•�J2c=0.98 1+F�EIF•�12c=15.25 1+F�ElF'�/2c=0.98
Cp=0.99 Cp=O.4B CP=0.99 Cp=O.4B
F'�957.53 F'�462.19 F'�957.53 F'�462.19
Pallwrsble 5,02716s. P,nwanie 2,4261bs. P,m„.,nio 5,0271bs. P,iia,.,yie 2,4261bs.
Good/No Good? O.K. Good/No Good? O.K. GoodMo Good? O.K. Good/No Good? O.K.
I
i
, Page 6 of 10
TUFF SHED�
Storage �uildings a 6arages
17777 South Harrison Street,Suite 600 • Denver,CO 80210
oflice:303-753-8833 • facsimile:303-782-5027
SEISMIC CALCUL TIONS
Building Code: 2010 BC
Seismic Design Classification: A
Site Class: D
SS= 0.084 Figure 22-1
F= 1 Section 12.14.8.1
Fa= 1.6 Table 11.4-1
R= 6.5 Table 12.14-1
1= 1 Table 11.5-1 �
W= 8,039 Ibs.
SpS= 0.09 Eq. 12.14-11 �
V= 111 Ib . Eq. 12.14-11
.
' .
.
Page 7 of 10
TUFF S}LED�
Storage Buiidings a Garages
17777 South Harrison Street,Suite 600 • Denver,CO 80210
olfice:303-753-9833 • facsimile:303-782-5027
Wi d Calculations (C&C)
Alternate all-heights m thod(2012 IBC/2010 FBC/2013 CBC 1609 6)
Wind Speed,vASp• 108 mph
Wind Exposure. C
Risk Category� I-Low Hazard
Roof Angle= 22.62
Gable Wall Span= 16.0 ft.
Longitude Wall Span= 16.0 ft.
nclosure Classification: Enclosed Section 26.10
KZ,= 1 Section 26.8.2
KZ 0.85 Table 27.3-1 ��
f�= 0.85 Table 26.6-1 �
' Mean Roof Hei ht= 11 42 ft.
Cnet Pnet
Ne ative Positive e ative Positive
Walls: -109 1.00 -2 .89 sf 25.59 sf
Roof Interior: -0.92 0.41 -2 .54 sf 10.49 sf
Roof Ed es: -1.36 N/A -3 .80 sf 15.0 sf
Roof Corners: -1.87 N/A -4 .85 sf 15.0 sf
Roof Overhan s: -1.87 N/A -4 .85 sf 15.0 sf
i �
Page 8 of 10
�
TU�F SH�Dm
Storage Buildings a Garages
17777 South Harrison Streel,Suite 600 • Denver,CO 80210
office:303-753-8833 • facsimile:303-782-5027
Wind alculations (MWFRS)
Alternate all-heights met od(2012 IBC/2010 FBC/2013 CBC 1609 6)
Wind Speed,vASO• 108 mph
Wind Exposure: C
Risk Category� I-Low Hazard
RoofAngle= 22.62
Gable Wall Span= 16.0 ft.
Longitude Wall Span= 16.0 ft.
nclosure Classification: Enclosed Section 26.10
KZ�= 1 Section 26.8.2
Kz 0.85 Table 27.3-1
Kd= 0.85 Table 26.6-1
Mean Roof Hei ht= 11.42 ft.
C+net Pnet
+Internal -Internal +Intern I Pressure -Internal Pressure
Windward wall: 0.43 0.73 11 0 psf 18.68 psf
Leeward wall: -0.51 -0.21 -13 05 psf -5.37 psf
Sidewall: -0.66 -0.35 -16 89 psf -8.96 psf
Leeward roof• -0.66 -0.35 -16 89 psf -8.96 psf
Windward roof� -0.58 -0.28 -14 84 psf -7 17 psf
Wind parallel to roof• -1 09 -0.79 -27 89 psf -20.22 psf
max. pWaii= 18.68 psf
max. P�oof= -27.89 psf
V�= 1,707 Ibs. Max.Longitudinal S ear
VT= 1,707 Ibs. Max.Transversial S ear
Max. u lift ressure= -8,061 Ibs. Max.u lift ressure n the buildin due to wind on roof
Diaphragm Calculations
Length(for shear) '
Wall A. 12.0 ft.
Wall B: 0 ft.
Wall C� 12.0 ft.
Wall D• 16.0 ft.
Wind Seismic
v�= 106.7 plf Longitudinal Shear ress v�= 3.5 plf Longitudinal Shear Stress
vT= 106.7 pif Transversial Shear tress vT= 3.5 plf Transversial Shear Stress
Diaphragm&Nailing Strengt vaiioW
Roof Sheathing is 7/16"OSB with foil backing vw 240 0 plf 240.0 plf
with 8d common nails @6"o.c. at edges,and v5= 240.0 plf 240.0 plf
@12"o.c.for field nailing.
Wall Sheathing is 3/8"Smartside with foil backing vw 220.0 plf 220 0 plf
with 8d common nails @6"o.c.at edges,and v5= 220.0 plf 220 0 plf
@12"o c.for field nailing.
Wind Seismic vaiioW
Wall A. 142.3 plf Wall A. 4 6 plf 220 0 plf Co= 1 00
Wall B #DIV/0! Wall B• #DIV/0! 220 0 plf Co= 1 00
Wall C 142.3 plf Wall C• 4 6 plf 220 0 plf Co= 1 00
Wall D� 213 4 plf Wall D� 6.9 pif 220.0 plf Co= 1 00
Roof= 106 7 plf � I
, ,
Page 9 of 10
TUFF SHED"
Siorage Buildings s�Gara9es
17777 South Harrison Sireet,Suite 600 • Denver,CO 80210
oHice:303-753-8833 • facsimile:303-782-5027
Foundation Calculations
Fe=1500 psf Min.allowable bearing pressu e
P„�505.9 plf Max.load per foot of wall
bfl9 4.05 in. min.required footing width
PL,,,m 1,349 Ibs. Maximum point Ioad
bft9 129.48 sq.in. Min.required footing area
Reclangular pad=7 19 in. min.required footing width
Anchor Calculations
Wall A Wall B '�
No.anchor bolts=0 No.anchor bolts=0
Widlh=12.0 ft. Width=16.0 ft. �
Height=8.09 ft. Height=8.09 ft.
P�„a=1,7071bs. P,„„�=1,7071bs. '
P�,sm;�SS lbs. P,�i,mk=551bs.
Wall Weight=600.48 Ibs. Wall Weighl=878.64 Ibs.
Upliftw„d=550.42 Ibs. (neg.value=dead load>uplift) Uplift„„�=-15.46 Ibs. (neg.value=dead load>uplift)
Uplift��-563.131bs. (neg.value=dead load>uplift) UpliftY;s,,,;�-850.63 Ibs. (neg.value=dead load>uplift)
Allowable Service,wind:#DIV/01 #DIV/01 Allowable Service,wind:0.00 ok.No additionai halddowns required.
� Allowable Service,seismic:0.00 ok.No additional holddown reqWred. Allowable Service,seismic:0.00 ok.No additional holddowns required.
, Wall C Wall D
, No.anchor bolls=0 No.anchor bolts=0
Widlh=12.0 ft. Width=16.0 ft.
Height=8.09 ft. Height=8.09 ft.
P.m,b=1,7071bs. P�ww=3,4141bs.
P�;s,,,;�551bs. Ps��,,,K=111 Ibs.
Wall Weight=600.48 Ibs. Wall Weight=878.64 Ibs.
Uplift�„�=550.42 Ibs. (neg.value=dead load>uplift) Uplift,„„a=847.72 Ibs. (neg.value=dead load>uplift)
UpliRse;sm;�-563.13 Ibs. (neg.value=dead load>uplift) Uplif4e�,,,;�-822.61 Ibs. (neg.value=dead load>uplift)
Allowable Service,wind:#DIV/0! #DIV/01 Allowable Service,wind:#DIV/0! #DIV/01
Allowable Service,seismic:0.00 ok.No additional holddown re uired. Allowable Service,seismic:0.00 ok.No additional holddowns re uired.
Buiiding Upiift
Wind uplift=-8,061.03 Ibs.
Min.building weight=4,823.281bs.
Additional min.dead load=.0 Ibs. additionai dead load due to st eI floor,wood base,or other permanent loads,if any,(not including foundation)
Net uplift=-3,237.75 Ibs.
Total no.of anchor bolts(min.)=0 (Does not include additional h Iddowns for overtuming of the walls.)
Anchor balt uplift=.0 Ibs.
Additional anchors re uired
ti
�
Page 10 of 10
TUFF SHEDW
Storage Builqings a Garages
17777 South Harrison Sireet,Sui[e 600 • Denver,CO 80210
oifice:303-753-8833 • facsimile:303-782-5027
Bearing Wall Calcula ions
Lumber
Axial Load Hem Fir Stud
Stud Spacing= 16 in.o.c. F6=675 psi
Max.Load on wall= 505.9 plf F�=400 psi
F� 150 psi
depth=3.50 in. F�P=405 psi
width= 1.50 in. F�800 psi
No.of inembers= 1 Em,�440,000 psi
Length(depth)=92.58 in. unbraced length(depth)(x)in.) E= 1,200,000 psi
Length(width)= 12.0 in. unbraced length(width)(y)in.) LumberFactors
K�.�= 1 effective length factor(x) Co= 1 15 Duration for gravity load
Ke�Y�= 1 effective length factor(y) CM= �.00 Wet Service
K�E=0.3 Ct= 1.00 Temperature
c=0.8 C�= 1.00 Beam Stabitity
CF= 1.05 Size for F�
Load=675 Ibs. Load per stud C�� 1.00 Flat Use
C,= 1.00 Incising
A=5.25 sq.in. C� 1 15 Repetitive Member
(Vd)x 26.45 C�= 1.00 Form
(I/d)y=8.00 CT= �.00 Buckling Stiffness(2005 NDS 4.4.2)
E'mi�440,000 psl CF= 1 10 SI2e fof Fy
� Cp= 1.60 Duration for lateral load
C� 1.50 Repetitive Member(wind)
Weak Axis Calculations(y) Strong Axis Calculations(x)
F�E=5651.25 F�E=516.92
F'�966.00 F`�966.00
F�E�F'�5.85 F�E/F`�0.54
1+F�E/F'�J2c=4.28 1+F�E/F'�J2c=0.96
Cp=0.9s Cp=�.46
, F�929.41 F�442.24
' Pa��avrade=4,8791bs. Paoowade 2,3221bs.
Good/No Good? O.K. GoodMo Good? O.K.
Wind Load
Wind load per stud=-37.2 plf
Moment=-3,320 in.-Ibs.
Reaction=-143 Ibs.
Header depth= 3.50 in.
Total header width= 1.50 in.
Header span= S.0 ft.
Bending
S% 3.06 cu.in.
F'6= 1782 psi
fb= -1084 psi
Good/No Good? O.K.
Shear
F'� 240 psi
f� -41 psi
Good/No Good? O.K.
Combined Bending and Axial Loading
F'�615.29 combine allowable compre ive stress
f�51 psi combine compressive stres `
Combined stress index= -0.67 �
Good/No Good? O.K.
�
TRUSS LABEL: T01
3X4 20 GA
PLATES
6'-0" 1 EACH SIDE
6:6„
12
\ � Q5
M
c� � 6'-53�4�� �
�!
�'� 3X6 20 GA O
� PLATES !
c� 1 EACH SIDE
12'-0"
1/4"= 1'-0"
I
DESIGN LOADS:
TOP CHORD LIVE LOAD =20 PSF REP MEMBER INCREASE:YES
TOP CHORD SNOW LOAD=40 PSF LUMBER D.O.L.: 1.15
TOP CHORD DEAD LOAD= 10 PSF
COLLAR TIE DEAD LOAD =5 PSF DEFLECTION
VERT LL: 0.03 in.
NOTES: VERT TL: 0.04 in.
2013 CBC,2010 FBC,2012 IBC,2014 LABC
ANS I/TP I 1-2007 R EACTIO NS:
TRUSSES TO BE SPACED @ 24"OC MAX.VERTICAL: 630 LBS.
MATERIAL TO BE 2X4 HEM-FIR GRADE#2 OR ETTER MAX. UPLIFT:-175 LBS.
PLATES ARE TO BE PRESSED IN THE WOOD ER TPI
WIND: �
NOTE: ASCE 7-10, 130 h osu e C .O.L.=1.60
TRUSS MAY BE USED ON BUILDING LENGTHS UP TO
16FT UNLESS CEILING JOIST OR OTHER TEN ION TIE ;�� , �'�'a�� �����/���
IS PROVIDED. ` �' �a,,y��:. . �/���i�i
i
PLATES ARE MANUFACTURED BY EAGLE ME AL �..'s /�
� , �
PRODUCTS, ICGES#ESR-1082/LARR#24870. � � e Mq• 7 835 :
- ; �. .;�
� , p �
NOTE: RAFTER IS DESIGNED AS A RISK � � ; �
s "`
t � T �
CATEGORY I STRUCTURE � �a_�., �T��s oF . �
AGRICULTURAL OR MINOR STORAGE ! �,,�'<< l`'� P ,:'`iQ���
L FEILW O'RRE PONDING O DHUMAN ��p���,�����,�����jG��`���\
REDUCTIONS. FOR ALL OTHER USE, SITE Pf<<!«IIIIl1�� ��I��
SPECIFIC DESIGN IS REQUIRED �
ALL PERSONS FABRICATING, HANDLING, ERE TING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ACCORDANCE TO THE RECOMMENDATIONS O THE LATEST VERSION OF THE BCSI.
Drawn By:DWM Date Drawn:8/16/2010 hecked By: Date Revised: Scale: 1/4"= 1'-0"
�Title: FRAMING DETAIL �
T U F F 5}{E 12' RANCH PRO SHED TRUSS
Storage Buildings & Garag s