HomeMy WebLinkAbout15-16755 CITY OF ZEPHYRHILLS
� ` 5335-8TH STREET
� ; — , (si3)�so-oozo 16755
- - - BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16755 Address: 6935 STEPHENS PATH �
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: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0160-00000-0500
improv. Cost: 5,375.00 OWNER INFORMATION
Date Issued: 11/23/2015 Name: TILLEY JOY F
Total Fees: 97.50 Address: 6935 STEPHENS PATH
Amount Paid: 97.50 ZEPHYRHILLS FL 33542-0660
Date Paid: 11/23/2015 Phone: (813)727-5146
Work Desc: ALUMINUM ROOF OVER / POOL CAGE
CONTRACTOR S APPLICATION FEES
WHITE ALUMINUM PRODU T I C BUILDI G FEE 97.50
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Ins ections Re uired �
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
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. IVIISC.
CONSTRUCTION POLE FRAME MISC. MISC.
� REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CON CTOR SIGNATURE � PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
. �
' D2te Received • 863 956 3441
Phone Contact for Permitting
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Owners Name JOY TILLEY Owner Phone Number S�3-727-5146
Owners Address 6935 STEPHENS PATH,ZEPHYRHILLS,FL Owner Phone Number
Fee Simple Titlehalder Name N�'4 Owner Phone Number
Fee Simple Titleholder Address N/A
JOBADDRESS 6935 STEPHENS PATH LOT# 50
SUBDIVISION STEPHENS GLEN @ SILVER OAK ppRCEL ID# 03-26-21-0160-00000-0500
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CON57R e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BIOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK REMOVE PART OF SCREEN POOL CAGE ROOF&INSTALL SOLID ROOF ' �I/� u I'Y�
BUILDING SIZE 8X8 8�16X16 SQ FOOTAGE 320 HEIGHT � � �
—rr-rrr-�r-rt—r-r'r'i—rrrrr'r'r'rrr'r'r'rr'r'rrr'r'rrr�"rrr'r-r-r-rr'r-rrr-r-rrr-r-rr
�BUILDING $5375.00 VALUATION OF TOTAL CONSTRUCTION /
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DELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. ��
I QPLUMBING $ ' i��
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �
�GAS 0 ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDE TT � �LQ�^ ( OMPA Y. • WHITE ALUMINUM PRODUCTS,•LLC , �^
SIGNAT � REGIST �D Y/ N FEE CURRE� Y/N
Address 6`.rF1�S�L.1��2�M{�if�1 ,FL 338 �icense# CBC1250625
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y(N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
i SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I 1 1 1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Pertnit for new construCion,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans wf Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Pertnit for subdivisions/large projects
COMMERCIAL Attach(2)camplete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w!Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Ptans.
""PROPERTY SURVEY required for ail NEW consWction.
Directions:��^
Fill out application completely
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITIING (copy of conVact required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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PROPOSED CAGE ,
O SOLID ROOF POOL
� ON EXIST.CAGE EXISTING ,
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JOB , JOY TILLEY DWG: L. MAYFIELD R��
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-------------- ----- -------- ..�.,�a��+e a rr�a��e S H E ET
ADR: � 6935 STEPHENS PATH DATE. 11/6/2015 `���F���v<<<�%'�>r,«�.::,,�,;.,;< �,r,�. �-�s�
ZEPHYRHILLS, FL 33542 CONT#173916 6005 W. HWY 17-92, HAINES CITY, FL 33844 1 OF 1
CITY OF / / / / BUILDING
ZEPHYRl�IILL'S , DEPARTMENT
OF ADDITION OR CORRECTION
� • • - •
ADDRESS DATE PERMIT�,
._ ��� � ,' �j s � 6 l��55
THIS JOB HAS NOT BEEN CO PLETED. The following additions or corrections shall be made before the job
will be accepted.
;�`� ���i 0 t71'�N�—�- '� `�o� C�fi ��—��� ���—
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�t is unlawtu�tor any Carpenter,contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL .
cover or cause to be covered,any paR of the woric with flooring,lath,earth
or other material,until the proper inspector has had ample time to approve , 7SO-0O20 FOR RE-INSPECTION
the installation. '7
OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR ,����7 ��
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� AFTER RF.CORpI\G-RF.I't_R\T_Q�
��whnen�umF�' I NSTR # 241 S 198731
eoos us Hwv nrs2 w BK 9666 Ry �Cc'7b PG(s)1
Haines City Fl 33844 kECURDED 11/03/2015 10:59:09 API
STACY !1. BUTTERFIELD,
PeRMITNt��tnER CLtRK tlF CDUkT POLK COUNTY
�3�c�a t b►ba 8� FIECOkDiNG FEES t10.00
l'arFolioNo T7p�a OFC OMMENCEMENT RECt]RDED BY keai�itc
'Ihe undersigned hereby given notice that improvement will be made to certam real property,and in accordance w�i�h ChApter 713 13
Florida Statues,the follo�ving infonnation is pmvided in lhe NOTICf:Of COMMI:NCGMENT
1 DESCRIPTION OF PROPERTI'(I.egal descrip�ion K strcei address.if available)T.�\FOI,�O�0.: �3�� I ���rj��Q�a�
SLIBDtVIS10N���ry�►,�,5 ���BLOCK_��TR�("f,,� LOT�_BLIx: IIVIT
�a �t 3 5 5���t�s P,rrr� 2 E.Q}{��eKJj�, F 1 _�__
2.GF.M1ERAL AESCNIPPION OF INPROVF.MEIYI':
,
.�n.u�. ScRQ4,, Re,F-�w¢�_S�.,c eoF'
3. OWNER IN ORM.�TIUN: a.\ame_, _.�a�J Ti� _ _ _ _ __ ____ ___
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b Address�q����PF►�R�I.���-'.-I:L'' "-' -. .__ e.1n�erest in ProPertS_�.C�.��--
d.Name and address of fce simple�iAefroldcr ld'otticr Ihan O�mer) -------- .--_-_- -------_----------------
�I. CONTRACTOR'SNAME,ADDRFSSANUPHONE!it�MBER:
Keith B Wood!White Aluminum CBG 12506P5�6005 U517/92 W Haines City FL,33837_863 956•3441 ____ _._____,__
�. SURETY'S NAME,ADDRESS AND PNONF,NC�7BER AND OOND AMOL�YT: -
N/A- -------- -. ...- �---�-------- ------ -�- -�--- - � �------- ---
b. LENDER'S NAME,ADDRESS.4YD PHONE NU�16F.R:
WA, -�•-- ------- ------ -__----.._. -----...-- --- -----------
7 ]dentity of persons within the State of F'lorida designated by Ow��er upon��hom nntices or other documenu may be served as
provided by Section 713.13(I)(a)7..Florida Statutes:
NAME,ADDRESSAIVD PIiONF.NL�MBER: .
r�a- ---
8. In addition to himself or herself;Owner designates the Pallowing to receive a copy of the I.ienor's Notice as provided in Section
713.13(I)(b),�lorida Statutes.
NAMF ADDRBSSANDPIfOYENU:NBF:R:
� - - - - -- - ---- -' -' '-'----' ------- ----.._----- `--
�"__.-'----'-�--'---'.'
9 Facpiration Jale of notice of commencement(thc expiration datc is I ycar Gom thc date of rccording unless a dill'erent date is
specified):i--- .20_ ,
WARNING TO UWNL•:R: ANY PAY�tENTS MADE BY THE OWNER AFfER THG EXPIRATIOtv OF THE NOTICE OF COMMENCEM[NT
ARL-CONSIDEREll IMPROPER P,\YMENTS UNDF:R CNAPTER 713,PART I,SECfIOV 713.13, FLORIDA STATUTES,AND CAN
, RESUL'f lN YOUR PAYING TWICF:FOR IMPROVEMFNTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS'f 6E
I2[CORDFD:AND POSTED ON TF1E JOF3 SIT[DEFORE THG FIRST INSPECTIOV. IF YUU INl'END TO OBTAIN FINANCING,CONSUL'I'
WITIi YOUR LENDER OR AN ATI'ORNFY BEFORF COM�1fNCING WORF:OR RECORUING YOUR NOTICE OF COMMF.NCEMENT.
Verification pursuant to Secbon 92 525,pbnda Sialmcs
Under Peiulties of pequry,I declare tha�1 have read the foreµoing and that Ihe fens in it are true to�he bai of my knovAedye and belief(Section 92.525,Florida Siatmes)
� ( — -
�gaature o n or �— Print tixme and Provide Sigoatory's'PitldOffice �
Owner's Au riud Oflicer/Direetor/Pertner/�lanager
State of Ftorida �
Counry of
7'he foiegoing instrumen�was acknowlcdged hcPore me this�day of_I���20�
ay �U ���1��� as�(\�'�,�
�—(name of pe n) ' (typc ot authority,. e.g otticer,Irustee,attomey in fact)
For
(name ofparty on bchalfot�vhom instrument was executed)
_Personally known or�produced the following type of identification: � �� — ��—��'�V
I
� ��o����d 5 A �S'f'�KL��I�f�° �4�'� LK ��
.r� Notery Pubf'ro smro of Ftodds ��caun��a1� This is to certify that the foregoing;is a true
��� Liza D Mayflefd �e��r"'`pii"' �f90
a � ���FFZ,�� �.� � c�.r4j� and correct copy�ofthe daument.now�of
o��F �o����te � �� r2cord i�this auice�'�;�"tse�my and and
�� - •��r:`a� � � Offictal Scc1 on ,����3�'�l�
��� ��;�,�\4i�r���°l'' This copy�a�been reui.-.:',c^I i�ra,c��'b!
�,�`$�•a�a 1�::�r�Jc:tc�.
'f+<<�i�►::ti STA .B�'�Ti a��U1.c�6�:t s'�r 1�+�"�i C�,��r�
aY . . -._
Book9666/Page2276 CFN#2015198731 Page 1 of 1
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POWER OF ATTORNEY
I hereby name and appoint Stephanie Reed � NicoleTevin of
Sar Permittinq
to be m lawful attorne -in fact, to act for me and apply to the
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2 �. r��� �S Building Department for a Sw��d,ih
Permit for work to be perFormed at a location descr.ibed as:
. Section: Township: , Range: , Lot: ,
Block: , Subdivision:
� �5 s S � �
� Address of Job)
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(Own r of Property and Address)
and to sign my name and do all things necessary to this
appointment.
� , �.
Keith B. Wood
CBC1250625
6005 US Hwy 17-92 W
Haines City, FL 33844
Sworn to and subscribed before me this el�Ut,day of �/_x»�K.,��Q��,
20�
� by � " �J , who is personally known to me
�
Stamp:
. otary Public, State o Florida
� ;�ti*"�'�;: SUSAM DENISE ARNOLD
��',•- '= MY COMMISSION.#EE834364
'•�a�`;�'� EXPIRES September 11 2016
�dOT 398.0153 FloridaNNa Senice com
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City zof Zephyrhills
BUILDING PLAN REVIEW COMMENTS �
Contractor/Homeowner: W N,��- �L�3���V dUl �(�OQ�CTS
Date Received: �� — ti 4 "' t�
Site: �j935 S��P1-Ir1�1S � AT �
Permit Type: S �G+�'j'1f��-�'+'� �(��
P� ��
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the pernut and/or plans. �
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Kalvin witze lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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STANDARD 4 '' WIDE SNAP-IV-LOCK COMPOSI TE ROOF PANELS
MAX. ALLOWABLE SPANS (DEFLEC110N = 1/80 MAX.) 14 S.M.S. OR 1 4"ID LAG � 12" O.C.
COMPOSITE PANEL SKINS SNALL BE OF ALUM/NUM ALLOY — ALONG ENARE PERlME7ER (OR �']0
, 3f05—H14/H25 (1.0#/C�F. E.P.S FOAM) SM.S. � 8" O.C.) W/ 1"W (M/N.) (3� OR 3"
WASHER (1 1/2" MIN. EMBED. IN RECElVER GUTTER lS
WOOD REQUlRED ALONG ALL
� EXPOSED PER/METER
MIN. SLOPE.• 1/4'%FT. PANEL EDGES
��
.024" ALUMlNUM #10 X 3/4" SM.S
� 12" O.C. TOP
AND BOTTOM
RDOF PANELS WOOD OR ALUM.
WALL OR BEAM
NEW ALUM. PAN ROOF
(fNSTALLED PER PAGE 2-H)
EXISANG
5' SUPER 4' COMPOSl7E PANEL
EXlSANG 2'X 8'EDGE BEAM GU17ER ROOF W/�10 X 5" S.M.S
, � 12' O.C. (MAX.)
' EX/SANG 3'X 3' COLUMN
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� 112 COLEMAN RD.
� ' WlN7FR HAVEN, FL 33880
(863) 239-1048 P.E. s2�ss Pg. 4—D
C.A. 8283
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NOTE:• INDUSTRY STANDARD ALUMINUM ROOF PANS SPAN TABLES
1
SNALL BE OF ALUMINUM ALLOY 3105—H14 OR H25 FOR INTERLOCKING RODF PANS (3�X12�� '
,
s" S7EP FACIA ROOF PAN DETA/L
OUTSIDE EDGE SUPPORT
� (NOT REQ D FOR SPANS <80�OF MAX.)
6'STEP FAC/A MA IED W17T-1
2 JC2"X.040'XFULL LENGTH W/
,�lOX3/4' SM.� O 12'O.C. � ,
i
� 1
I 't' VARlES 12' I
—,
ROOF PAN REINFORCEMENT DETAlL
�
6COg,�
2. OUTSlDE EDGE SUPPORT(6'S7EP FAC/A + 2x2) lS RfQUlRfD
UNL£SS SPAN < 80�OF MAX.
6"SIEP FASCIA W/�10 x 3/4'SM..�
m 12' O.C. 1HRU RISER INTD
2'x 2'x 0.040'SAfFENER
(SEf ABOVE FOR ROOF PAN DETA/L)
� (1) ,�f0 x 3/4' W. HEAD
SMS TUP OF R/SER.
�
ROOF PAN
FOR WOOD CONNECI)ON USE
� � �{'10 x 1-1/2' W. HEAD SMS
� 7FIRU ROOF PAN &BOX
� NEADER 3" ON CEN7ER INTO
HOST S7RUCIURE �
� (4) PER ROOF PAN�10 x 3/4" SM.S/1EK
W/3/4"NEO WASNER m 3" O.C. 1NT0 BEAM.
6'S7EP FASCIA W/�f0 x 3/4"SM.S.
� 12' O.C. lNRU R/SER lNTO
1'xl'x2'x.060"ANGLE CUP 2'x 2'x 0.040"SAFFFNER
W/(2) ,�10 x 3/4' W. (SEE Pg. 2—H FOR ROOF PAN DETAlL)
HEAD SMS EACH WAY. BEAM PER PLAN
TYP. SECTION DETAILS
N.T.S ����iiirir�i
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� '� � \� DAVID NORRIS ENG/NEERlNG
- 112 COLEMAN RD.
W/NTER HAVEN, FL 33880
(863) 299-1048 P.E. 32186 Pg. 2-H
C.A. 82B3
� _ �
STRUCTALL
Florida Building Code online
BCIS Home Log In � User Registration Hot Topics Submit Surcharge
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Product Approval
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Product Approval Menu > Product or Application Search >
Application List > Application Detail
FL #FL15491-R2
,4pplication TypeRevision
Code version2010
Application status Approved
Comments
Archived
Product Manufacturerstructall Building Systems, Inc.
,4ddress/Phone/Emai1350 Burbank Rd.
oldsmar, FL 34677
(813) 855-Z627
kmatuza@structall .com
Authorized SignatureFrank Bennardo
frank@engexp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
CategoryRoofing
SubcategoryMetal Roofing
Compliance MethodEvaluation Report from a Florida Registered
Architect or a �icensed Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation ReportFrank L. Bennardo, P.E.
Florida �icensePE-0046549
Quality Assurance EntityC2 Professional Services
Quality Assurance Contract Expiration �ate12/31/2015
validated ByKeith E. �orinos, PE
validation Checklist - Hardcopy rteceived
Certificate of IndependenceF�15491_R2_COI_Indep.pdf
Referenced standard and Year (of standard)
Equivalence of Product standards
certified By
Page 1
� � i
.. '
STRUCTALL
� sections from the Code
104.11
' 1712.1
Product Approval MethodMethod 2 option B
� Date submittedl2/23/2013
�ate validated02/25/2014
�ate Pending FgC Approva103/02/2014
Date Approved04/18/2014
summary of Products
FL #Model , Number or rvame�escription
15491.1snap-N-�ock PanelEPS Foam Core Composite
Panel , 3", 4" & 6" with Aluminum or Steel Skins
�imits of use
Approved for use in HVHZ: No
,4pproved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Drawing No. 12-STRUCT-01 for Panel
�imitations & Spanslnstallation Instructions
F�15491_R2_II_Dwg.pdf
verified By: Frank �. Bennardo, P.E. PE-0046549
Created by Independent Third Party: Yes
Evaluation Reports
FL1549�R2�4E_Eval .pdf
Created by zndependent Third Party: Yes
gack Next
Contact us : : 1940 North Monroe street, Tallahassee FL 32399
Phone: 850-487-1824
The State of Florida is an ,a,4/EEO employer. Copyright
2007-2013 State of Florida. : : Privacy statement : .
Accessibility Statement : : Refund Statement
under Florida law, email addresses are public records. zf you
do not want your e-mail address released in response to a
public-records request, do not send electronic mail to this
entity. znstead, contact the office by phone or by traditional
mail . zf you have any questions, please contact 850.487.1395.
*Pursuant to section 455.275(1) , Florida Statutes, effective
october 1, 2012, licensees licensed under Chapter 455, F.S.
must provide the �epartment with an email address if they have
one. The emails provided may be used for official
communication with the licensee. However email addresses are
public record. zf you do not wish to supply a personal
address, please provide the Department with an email address
which can be made available to the public. To determine if you
are a licensee under Chapter 455, F.S. , please click here .
Product Approval accepts:
Page 2
� F N�Jx�{{.BENNARP�,P.E.
���48549..
STRUCTALL �UILDING SYSTEMS � �������3
DESIGN NOTES: MAXIMUM ALLOWABLE �.'� ' �,?'s'�,• si�
EPS FOAM CORE ROOF PANELS - METAL SKIN POSITIVEANDNEGATIVEOESIGNPRESSURES DESIGN PRESSURES: � �' , S -_
CALCULATED FOR USE W1TH THIS SYSTEM = O
HAVE BEEN CALCULATED 1N ACCORDANCE --- 'n' � . :
WITH ASCE 7-10 AND 7HE STRUCfURAI AS NOTED IN CLEAR `
PROVISIONS OF THE 2010 FLORIDA Bl1ILDING _� r � � . � ;•�(L�,�a�O
CODE USIt�G ALLOWABLE STRESS DESIGN SPAN TABLES
PIETHODOIOGY W1TH TME CRITERIA '# g
a OUTLINED HEREIN. �
� TOP&BOTTOM FACING � ��� ��„S V '�
0.024"ALUM/0,024"AW M ENCLOSED STRUCNRE LOADS: � � � �R�.a
1. CALCULATiONS BASED ON ASCE 7-30,Vul[=130 MPH-180 h1PN, O W= �'�X
p 0.030"AIUM/ 0.030"ALUM V o
g � ENCLOSE�STRUCfURE COMPONENTS&QAODING,RISK CATEGORV=I1, K4=0.85, K:t=1,0, Kz=TABLE r w> LL�F W
26ga STEEL/26ga STEEL n �QQ �
p 30.3•1, GCplv+/-0.16,15'�1EAN ROOF MEIGHT, U W t�
�y h� �•36"MAX OVERHANG Z� p Y mp�o g w
`(� '^f AX1MUM CCF AT FRONT,25%OF SCREENED ENCLOSl1RE LOAOS: W W �.Ni J���3
�� �SFF Ak Sp LAST PANEL WIDTH Z. WIN�LOADS ARE TAKEN AS THE MA%IMUM BETWEEN ASCE 7-30 ENCLOSED STRURURE COMPO�JENTS V W
� " � SCHED��E)AN' ALONG SIDES,TYP. &CLADDING(AS DESCR19ED ABOVE)AND THE GOVERNING lOADS AS ILLUSTRATED IN FOC TABLE 2002.q � � 3�� �3
iZ \,,,,1 FOR VER7ICAL LOADS ON SOLID ROOFS,UP 70 15'MEAN ROOF HEIGHi,Vul(=130 MPH-180 PIPH, o W q �
� 1 OVERHANG`� OPEN STRUCN0.E LOADS; �I �D W"
3. CAICULATIONS 6A$ED ASCE 7-10,ROOF OVER OPEN STRUCfURE COMPONENTS&CLADDING, �r' "���
§ O B S T R U C T E D Y I I N D F L O W,A I S K C A T E G O R Y=1 I,K d=0.8 5,Kz t=1.0,Kz=0.8 5,I S'�f E A N R O O F H E I G M T,
� Vul[=130 MPH-180 MPM. �
H � � •LOAD COhiBINAT]ONS UTILRED IN THIS MASTER PLAN SHEET HAVE BEEN DERIVED FROM THE W
� � � , � ��`` '�� ALLOWABLE STRE55 DESIGN LOAO COMBINATIONS ILLUSTRATED IN ASCE 7-10 L �
4'lyqX P -' ••ALL W1ND SPEEDS LLSTED HERE ARE Vul[WIND SPEEDS.Vasd WIND SPEEDS D1AY BE CALCULATED WITH r
' wlDTH E �/ THE FOLLOWING CONVERSION:Vult=Vastl x J0.6 � �
� (S`oP�P�R BUIL�NG�p�G PANE�� "� I�� I l��OPTIONAL 20 SF`AS D F NED IN 20t OE BC SECTIONFS607PE.ROOF LIVE lOADS USED IN CAl.CULATIONS CONSIDER � Q y��
� � CONNECfIONAT F� i i �,;GUTTEROR GENERAL NOTES: z „�N �Q a
� �� HOST STRUCTURE ' ' i i i i DR1P CAP � o n n �
� PER SEPARATE PANEL �' �I I �v rv �^�i O
� ENGINEERWG DEPTH 'I ' • L T M I S S P E C I F I C A T I O N N A S B E E N D E S I G N E D A N D S M A L L B E F A B R]C A T E D I N A C C ORDANCE WITM THE ~ �^�N a E K
� i ; REQUIREMENTS OFTHE 2030 FLORIDA BUILDING CODE FOR USE OU751DE 7ME NVHZ ONLY.COMPOSRE � Z�+in ��a
ROOF PANELS SHALL COPIPLY W1TH CHAPTER 7 SECTION 719,CMAPTER 8 SECROW 603,CLA55 A INTERIOR J Q m O W¢
�CONNECTION AND I � FINISM, AND CMAPTER 26 SELTION 2603 OF TIfE 2010 FBC, f.y m K� U�w
I� ' ' i 2. CONTRAROR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDIHG CODE AMENDPIENTS �a 0
� HOSTSTRUGTURE I, � ��m �a
I I WMICH MAY pPPLY DESIGN CRI7ERIA BEYOND AS STATED HEREIN MAV REQIIIRE ADDITIONAL m vi.� °��
� ; PER SEPARATE 1 I 9TE-SPECIFIC SEALED ENGINEERING. CO o 9= U S
j ENGINEERWG i I 3. NO 33-1(3%INCREASE IN ALlOWA9LE STRESS HAS BEEN USED IN TME�ESIGN OF THIS SYSTEM. m O a E Z d
i f I I � ' 4. DESIGN PRESSURES AS NOTED HEREIN ARE BASED ON A h1AX]MUM TESTED PRESSURE DIVIDED BY A J Q,..,
� ' I i�� 2.0 FACTOR OF SAFETY. �J O g�
i �i •� 5. THE ARCHITECT/ENGINEER OF RECORO FOR TNE PROJECf SUPERSTRUCTURE WITM WHICH TMIS LL�Q
� � �i DESIGN IS USED SHALL BE RESP01�519LE FOR 7HE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS Q �¢�
� �_ , � DESIGN WMICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. � w c�
rc SUPPORTING STRUCfURE PER— ,I 6. SEPARATE'SITE-SPECIFIC SEALED ENGINEERING SHAIL BE REQUIRED IN ORDER TO DEVIATE FROM �
r � SEPARATE ENGINEERING '1 LOADS,DEFLEGTIONS,OR SPANS CONTAWED HEREIN. LINEAR INTERPOLATION OF THE AILOWABLE SPAN i"�i
TABLES LISTED HEREIN SHALL NOT BE PEMIITTED.CONTAC�THIS ENGINEER FOR ALTERNATE SPAN �
F CALCULATIOHS AS MAY BE REQUIRED.
ry 1 CLEAR S PAN ISOM ETRIC 7. THE SYSTEhI DETAILED HEREIN IS GENERIC AND DOES NOT PROVI�E 1NFORMATION FORA SPECIFlC
� SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CON�ITIONS�EfAILED HEREIN,A LICENSE� F"'
N.T.S. ISOMETRIC
ENGINEER 00.REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
� 1 CON]l1NCrION WITH THIS DONhiENT
8. TME CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE 1MPOSING LOADS ON ROOF,INCLUDING �^a�� �
E BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY]USTIFY GftEATER DESIGN CRITERIA.TNIS g a� �
p ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR 3 0�
� REGISTERED ARCHI7ECT. �
g� 9. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTELI USING TYPE 3105-H254 ALUhI1NUM FACINGS m
F S SEAL ALL JOINTS OR ASTM A653,C5,7YPE B HOT DIP GALVANIZED G90 COATED STEEL FAqNGS.EXPAN�ED POLY57YRENE ���'�__�����
�� FOAM SHALL HAVE riPICAL UENSIT'OF 1.0 PCF.THE EPS FOAM SHALL BE ADHERE�TO THE ALUMINUM �Q�
WITH CONTINUOUS 0.024"ALUMINUM, FACING WITH I�tORAD F1640 SER[ES ADHESNE(BY ROHM AND MMS COMPANY).FABR[CATION SHALL BE IN
CAULKING 0.030"ALUMINUM ACCORDANCE WITH APGROVED FA6RICATION MEfMODS BY MANUFACILRER FORALL PANElS. ����' , � �
10. THE CONTRACiOH IS RESPONSIBLE TO INSULATE ALL MEMBERS fROI-0 DISSIM11iLAR MATERIALS TO
� 1L8 DENSIN EPS � OR 26GA STEEL PREVENT ELERROLYSIS,I.E.ALUMINUhI PER F.B.C.2003.8.4. ���Y�
h CORE FOAM SKINS 11. ENGINEER SEAL AFFf%ED MERE TO YALIDATES STRUCTURAL DESIGN AS SHOWN ONLY USE OF THIS � ��a��
SPKIFICATION BY CONTRACrOR,e[.al.INDEMNIFIES&SAVES HARt-0LE55 THIS EIJGINEE(i FOR ALL COST �o� d ¢¢¢$�
&D A P I A G E S I N C L l 1 D I N G L E G A L F E E S&A P P E L L A T E F E E S R E S U L T I N G F R O IA P I A T E ft I A L F A B(i]C A T I O N, b� ���� �
S - � SVSTEM ERERION,&CONSTRUCTION VRACTICES BEYOND THAT WHICH IS CpLLED FOR BY LOCAL,STATE, $ g
S , � �� , §€ &FEDERAL CODES&FROM DEVIATIONS OF TNIS PLAN. �g� yg �
12. EXCEPT AS EXPRESSLY PROVIDED MEREIN,NO ADDITIONAL CERTIFICA710N5 OR AFFIRMATIONS ARE Y � ��
,u�3,. , � � I❑ 13TENA TERATIONS,ADDITIONS,OR OTNER MARKINGS TO THIS DOCUMENT ARE NO7 PERI-0ITTED AND ���� . .
� 3�� ', I INVALIDATE THIS CERTIFICATION. rqFlwG�RENOo+EEXwGEiwRES9
. . . `....,. .. '�. . ,, —1'
CROSS SERION AT 12-STRUC-01
� �• TYPICALPANELINTERLOCK TABLE VALUE DERIVATIONS: Sr„�e: os
PANEL INTERLOCK PANELPROPERTIES. PAGEUES[ftIPTiON•
1. PANEL STRUCTURAL PROPERTIES DEfiIVED FROM CERTIFIED TEST REPORTS NoS.TT-5060270,506027C,
506027D,SG9014A,509014B BY TERRAPIN TESTING,ESP012351P-1,ESP012351P-2,ESP012351P-3,
z D ETAI L ESP012351P-3A�ESP032351P-4,ESP012351P-5,ESP012351P-6,E%P012351P-6A,ESP012351P-7,
N ' 1 ESP012351P�8�ESP012351P-9,ESP012351P-9A BY ELEMENT MATERIALS TECMNOLOGY ��
N.T.S. DETAIL 2, PANEL�EAD LOADS HAVE BEEN FARORED IN70 CALCUUITIONS FOR LNE LOADS OR UPLIFf AS WEIL J�
RAS CALCULATIONS FOR PANEL PROPERTIES. ti i
� lJ
(
r`
FM{aICI.��OENN(yR00,P.E.
NIAXIMUM ALLOWABLE CLEAR SPAN TABLE MAXIMUM ALLOWABLE CLEAR SPAN TABLE ,�, _ o abs
ROOF OVER ENCLOSED S7RUCTURE: ROOF OVER SCREEN WALL STRUCTURE: �`'`� �•],��,"gq��,"?. �
` NO�
3"Panels 4"Panels 6"Panels ; , 3"Panels 4"Panels 6"Panets �,� ,
� __'_.. ___. __.'_ _-___�'-' _�_.r___._'. _-T__._'__-._ r "__ _____.'_
Wind Live Load �e0ectian 0.024' i 0.030" OA24" � 0.030" 26ga Steel 0.024" � 0.030" ;, 26ga ��d ' Live Load�,Delleclion 0.024" ; 0.030" 0.0'14" 0.030" I 26gu Steel 0.024" 0.030" 28ga ' '
Speed Ezpasure gfor Uphft �1°��� Alum Skin'Alum Skin Alum Skin I Alum Skln f Skin Alum Skin'i Alum Skin'Steel Skin Speed i Exposuru I�or Uplifl I ��m�� Alum Skin'Alum Skin Alum Skin Alwn Skin I Skln Alum Skin AWm Skin Steel Shin ro' �
(MPHj (V..) _ _ _ __. _ (MPH) (Ll..) � _ _ �� -73• �Q '
�_..___'___.___ _ '_' _' _____. --- _.__� �--'Y'_'_�-
-._ '_".'__._ '_'... .__�'.- _.._'___.__-1-__-. --.__,
1-L9 EPS�1-LB EPS 1-LB EPS I 1-LB EPS 1-LB EPS 1-LB EPS I 1-LB EPS 1-LB EPS I i 1-LB EPS 1-LB EPS 1-L8 EPS 1-LB EPS!1-LB EPS 7�L8 EPS 1-lB EPS 1-LB EPS %p �N'^.
-_—_________ _._J—_'__ _—__,__._.— _—_ ___ _�'_________—___"'___.'—L—_._____ :T'. ,p
130 B �*I-28 psl 120 10•-5" l 11'-9" 12'_7"-i 12'-71"' 72'-1" 13'3'• ! 14'-9' ! 14'-11" 130 : 8 I*I-27 psf h 120 10'-8° � 12,•1" 12'-5•• 13'-3" . 12'_5• 13'-7.' 15,-2" 15'-4'• •y�t�s � IM�N `�'.
._`_'�.�._._.
_..-__ . —.. -_.._.._.�__'.-_.--._„__�.-_.______-,._._-._`_- �___ _".'."- '-___.___�._._ ,_��
73U B :+1.28 Psf 180 9,_2" , 11•9" 70•_t�" 17 3�� 17-�" 19,3" ; 14�-9,. 1 14'-N" 130 ' 8 !-+i•27 psf I, 780 9��4" • 72•-1" 11'd" 12'-6" ' 12�-5" 13•--7" 15�-2" �5,-4.� �$
F - '__..�-.-._..___.._'.____-___�.._ __-- '.�.__«_--'__-_ _ � ____.__ __
b 130 � B +/-28psf 240 g�-4,• � 11�-Z�� 9'-11'• - 11�-2" �-'���-���� �Z�-3" I 13�-y" �4�-8"" 130 _ B i+/-27psf� 240 �- g�s,-•-.. 11�-4_�_._'7U���" _11'4•' I 12�-2" 12•6" 74•0" 14•12" ''���i� ��j,¢���`'O
� ___. _'._"_-_.�__ -.___�_" ____ �"_._'T_ �.-__ `_ �� x � '
19D C +1-28psf 120 10��5" i"���-y" �2�,�" { � 14�-y" : 14'-1P' 130 �T C 120 10,��" ���,��" �2•-3" �3•-�" , 1Y-3�� �3�-5• �4•-�Z" �5.-2" I�' .a; n
___-.- - - ____--__ �.-_____-_.___._'_-�.._.__."__.. - _'T..`_ .___'___�__._._'_c�Til.27 sf _._._"-_ �_._ _ ._.._-___________--_
� 19� C +l•28 psf 180 g�-2",.r..11_9"_ 10'-10" I '12-3'11'-12'•1" 13'3 I 14��41" y'i4'-17" 130 A___C"_�__�-P_I 180'__ 9'-3"__�� 11�_71" 10��17, '12•�5" I 12�-3�� 19��5" 14•-12•� 15�-2,• Z O W V��o�f
_ _ P I
_
___--
+l 27 sf'
-� __ _ _ __ __r_ _ ___' ___-_ __ _ '_ ' _ __ _ _ _ -q w
�
- -- --- - - - — --- - -- --- - - - --- >
6 130 C til-28 psf 240 8:-4" j 11•-Z" '�9'-11" ���_Z6'" ��,-��" �z•-3" j 13,-9" � 14,-9" 130 �� +l-27 sf . '. _ _ Q d"a�U' �
_ ___,--, C I P j 240 8'-5•' I 11'.3" 9'd2" 11'_3"� 12'-0" 12'-5" �13'•11"^ 14'-10" UI 4 �
._____..___..___._-_'___ ._,_.'.___'__.�____._ __ _�-.��_'___-� ___"_.___ ____ �_ _ _ .__,. _-- --.-_____
"_�____'.- W
130 D +h 32 psf 120 9'-9" i 11'-1„ 11'-4„ I 12'-2" 11'-5•' 12',6" I 13'-1P' ' 14'-1" 130 � D �t/-28 psl�'-120 10,•4" 71••8" 11'-12" 12'-10" �12',0'• 13'-2•• � 74•�8" 14_10" pt t0�o�w
��¢ --_`__.______ _-__ . _____..___ ___'__.____�_'_,._�_ "__..__. __"'._._.
-'_. ._'_..�.____
' _'_______-___ ____ __ 7' __' __ __...�. __ _-'_ _ _
" 130 0 N-32ps1 180 8',10•'' � N'-7•'� _10'_5' ,' 11:9"y _�11'-5•• 12_8" � 13'-11" ,__14'-1"_ 130 � D �+1-28psf� 1B0 9.E" I 11'-8„ "70'•10"� 12'-2" 12'-�•' 13'-2•' 14'-8" J14•-10" � 4�ryQ rc� •
w _" _ .__. +!-32 sf ._ '__' , {. . . � _ al-2B sf I � _�" _ ` uf .i W�'� 'S
P� 130 D P 240 8'_0•' I 10_9" 9'-8" 10 8' 11 5" 11 9"_l _13 3 � 14-1" 130 I D � P 240_ 8�4'_.� 11.1u.� �9/0"� �.11'-1'_ 11-10 12•-2" j 13'•9„ ' 14'-8' �
� 140 B +1-28 psf __120 .___70'-5 :_ 11'-9'_ 12'-1'__�12,-11"�. 12-1' T. 13'•3" ' 14,-9•• 14'•11'• 140 B_ I+l-27 psf I 120 10'-8' N'_11" 12'•3• 73'-1 � , __ �y,'^ �
r , � . . . ._._ ,. .T. 3
" 3
12'-3' 13-5' � 14'•12" 15,-2'
_____.._ .� „_._____.__ __.- _"-.'__-�_._.._.'i_ 1__'_ _._._._.____ .____. __'_'_ '__ '_'._ _ .-...���_'__'____ '____' �_'__-. '_-'__
.'_ +/-28 .__ _.__'___
� 140._. .'8 ._Pst 180_..._9�"2__..�. t1':9�____10._10.'._'�,._12�9,,... _ 72_-1. �J'.3.�.`�__14'_9" _L_14'41" 140.. ._.B__I�l_27psf I 180 _:__..9•_3�•._...-11'_11" 1��12" 12._4,,._.�.-12�`3��_.__13,_5,�-' 14'-12" .. 15,_2�. U1 Q�i �lS
� 140 B +1-28p5f 240 8•4•• 11'-2 9 11" � 11'•7' 11 11"___y12 3" ` 13�'' � 14 9 ___140_I B I il 27psf I_ 240 8_-5' � 11-3" 9 12" 11-3„ i 12 0 12 4 � 13'-11 y14-10„� � �W V �
'"'_ .- -_ _ .
' _ _ ' _ __ - ' � h't
_'_ "_' _
'_ I _ ' _ " _ ti
4 140 . ..C +/-32psf 12D 9'�10' . 11�-1• 11�-8, i '72•'2" 11,-5 12�_6" 13-11" I 14��1" 140__�_'_.�_'.'+1-28 psf� _720 10�-4, 1'I�_6" 17'-12" 12-10" 127-���" _13,'2•..�� 14•-B" 14�-1�" � -
' _' ' ' _ ' _ _ . _.. ,
'" 140 -� O � il-92 psl ��180 8'-10" 1 71'_i•, 10�6" ; 11'-10 11'-5•• 72 B___I 13-N' I 14,.1'• 140 � C_ �i/-28 pst f 1 BO 8'•2' I 11 8'. �10'-10' 12'2' 12-0 13,-T; '-14'-8„ 14'-10".
� "_._ _' ' tl 32 sl . _ . r _ . _ _ _ _ __ _ ' ._ ' ' _
� 140 C P 240 B'-1 , 10'-9,7 B_6 f 10,-9„ 11'-5" 11_10' 4I 13'-3' _ 14-1" 140 C_ ��1-28�psf� 240 B•-4" � 11'-1„ 9'•10' _ 11-1" 11_70„ 12'-2" f'13':8„_ 14•-8:
`� 140 D *1-39 Psf� � 120 8'-i i" � 10-1' 70-4„'' 11'1" 10'_4" � 11'-4"- I 12'-8' � 12-9' _ 140 i D j+/-30 psf� 120 10_7 � N 5' N'-9 72-8' 17 9" _12 10 I 14'-4 14 6,.' W
n '__ - ' . ._ _ . . _ . , . _
I I _ ___ _
� 140 D +/-39ps1 180 8-4' 10-1' 9-10' N'_7'• 10••4'• �11•�4" �� 12'-8.' 12-9" 140�' D r'I'30P3�� 11 -
G .__.__ _. '-..�- +/-39psf 240 7'_6" �'10�_1"" _ 8_71" 10_0'• 10•_4" '� 11'']°_ �- 12�_S, 12_-9,.' _ 140 i D__�+l_30ps( 240 B'4'-.I..10•_11" '9-8"' 1p-7o'��_; 11�-g,f._'�2-�� .I. �3;6,.'�'_�4;�5-- ~ m
740 D
' '____ '__.`-_
g 155 l B +l•37 psf � 720 9'-12 11'-3 11�' 12 5" 11 7" 12 8 ; 14 2" i 1q'-4•, iSS�__{_ B i+f 28 psi I 120 10'-4' 11'-B" 12'-0 12 10��-1 72'_7" 13-2, 14'-9•' ' 74'-77'• � v`ri
___ '___ _ '_'_ __ ._...� .__ _'- _ __ __.__ _ "'-_'_
____ _
�
0 755 � B +f-31psf 180 8'-ll r 71•_3• 10•-)" , it-11" N-)" 776 ]4-2 14'_4•' 155 ; B �+f-28psf� 780 9-2"� 1T-8" t0'-tp'-'-i 123"_I 12-1" 13'-2" 14'-9' 7441' Zz"
_'____ +1-37 sf_ -._- I � � �' �I+/-28 sf� _ . _- _. _ __ q�LL
� 155 B P 240 8,-2', i-10'-10" 9•-T' 70'40•- 11'4'. 11'-11" , 13'-5" . 14.4'. 155 I 8 , P , 240 6'-4•' 11'-i• 9'd0" I it'•P' I 11'd1'• 12•-3" j 13'-9"V 14''8' � a N�
-=� � � ____-- _.�.�___l+F 29 psf I 120 10•�T� ' N'_5" ' 11'-9" 12•-T� 11,-10'•'"12'_71•'-I 14,-67-.._14�-T_ � �n r�i C '�
---_____ +/-37 sf ___ ___--.—._.'__'__'_ _ T._...__
� 165 C P 120 9'-0„ = 10'-3•' 10'-6" �11'-3" 10•-6'• 1P-6'• � 12'-10" . 12'42" 155 ' C '_ _ _' W
_ _ -'�'._�____'____._._ __.-.._ __"__-__ _ . __ '
� 155 C +!-37 psf 180 8�_5• � 10'•3" B'11" 11��7� 1�•6,� '11��6" , 72'-1b" 12'•12" --155�-'- C �a�-28 psf� 180 9�-'I" I - _ . � � a e�n �>
-__.-________ .___ —____'.__ i N��S� 10'8" 12•T-�11'•10" 12'-11` 14,5� 14�-7" O v�
, y 155 C +l-37psf 240 T�7" � ����Z" B�-�•��O��Z" 10':6" ���_z" �Z��T� ; 12•_72" 155 C �*/-29PS�240 8,�3"-'; 10'42" 9••9_, -'10'-11;1 11•�9,•' 12�_�"-� 13'=7�� �4��6" ~ Y^�in �f�a'
__ ______'_-_�_—_.--._-___'._'__'__'—'-_.. __ __ � _ __.____ _' _ ' __' "_ _
� 'I55 D �1-45 P5f 120 8�-2" � 9•-3�� 9'-6„ ' 10�-Z�� 9�-6" �0��5�� ; 11•-8•, � 11�-9" 155 D ��/-34 psf 120 _ g�-5��_I-'�0�_T-• 10,•11" � 11�_g" 10'_11"- 11,,12" � 13'4•,� 13�-8�� � z�i m E w Q
_ --- .-___ _ -_ "�_____ _' _ _ . __-
_"_ �
" 155 D +l-45 Gsf 180 7'-10" � 9•3'• 8'_3'• i 10.2•• 9•6• 10'5" I 11•8•• � 11•9•• 155 i D �+J-34 P9�� 180 8�_7,• ��1 U�_T, � 10�-2•• 11�-8" 10'1 Y•_.`.11•-12" r'13��4•-• '13•-6�� t,y 'M �V w
• --_ _-_ .-r-' _._..._ . _�-___'___ '_�— �
r_^- i .l-3 .--___.___.__'__ _ _ _, __ ��
g 155 D +f-45psf 240 7'-2" 9'-3" 8'•5" , 9-8 9•-�,• 70'-5" ! 11'_8'• , 11'-9„ 155 � D 4 P5�� 240. . 7'-10" ; 10•�5•, 9'_3" 10•_5"�i 10'•11" 1T-6'• � 12'_N" 13•-6" � m f m ��
� _165 B T +/-35psf 120 9'-4" I 10'-7" 7�•-1���711_T•' 10',10" -71'-11" ! 13,_4" T-13��5�•- 165 � B aa28ps('-120 __1U�-E-�'11'-6'� iT40" 12�-8" I 11'•10' _72'-12'� , -14�-8" 1q��b" m o f�_ �i j�u
° '" --- +/-35 sf -- ' --- '-— I ?+/-29 _ . _ � J i:i O a S z¢
a 165 B P 100 8'-7" 10•-7'. 1�'-2'• , 11'-5•' 10'-10,• 11•_11" I 13'-4' 13'-5" 765 Psf� 180� 9•-1" � 11'-6" 10'-9' i2'1" 11'10" 12'-72" ' "14'-6" 14•-8„
$ • �'�_' _.._'_._r' _..,._ ._'___._ ' __.__ '_'_. _ _'..__ _"'�_. _' _' _ . .- _ __ '__ '_.' ' . _
;..__
' __'_. __" ._`_'._.__ .. '.___'.'__._ ' "_-_
� 165 B +!-35 p5f 240 T-y" I 10,�5•• 8��7� 1��-8� 10'-10" 11�-5• I .12•-1U• 19�_5� 165 ' Q. .:,+!_29 ps1� 24D 8�3"_ Cii
� 1 ��117_�„ 9'-9" 10'-12" 11T_9„` 1T_1�� 13�.�.� ' �14._6�. � J F
__ .' .._'_._ ..__-_._'_ .'_____'_. .___. '____ '_.._. _._'.__' .. __.___ .;...,,.__._ ' _._.__" _'__'
a 165 C i/-42 psf 120� 8,-6•' , 9'-7,• ' 9'-10" ! 10'-7" 9'-10" 10,40" 12-i" f� 12'-2•' 165 � C _�+/.32 Psl�'�120 y 9'-9'•-�.10'-17' . 11'-4•' '� 12'-1"_�_ 11•-4" 12•-_5'•�-I 13'-10" 13'-12"' Q �Q p
_._'_'_.."._______..__"". '___ .'__'...,._._'_.., __ ......
6 _'___.'__ ."' _ _ _."__....'_ __.-_' -r___r'.�� ..'.'_ . ' i_.___" _ _ _ _ " ' . . - _ . ' ___'_.'
� 165 C �/-42psf 180 8�-0" j 9�.7" 9'-6° . 10-7' 9'.10.' 10'.10" '' 12'-1" 12'-2° 165 _,_` O �+l_32 psf� __ _ ' _ _' i.��•=1z" �_ �0�-5° - "71��y" I ' ' ' ` '__I.__.___ �
'._ __.'. ' _ ` ._._ . ._'__._ '_. .._. ._' = ._. ____.._ 80 B'-1 __ _ _ _ _ ____ _ w
165 C +/-42 Ps( 240 7'4" � 9'•7' 8'-8' 9'9 9'40' 10-8" i 12'-0' � 12'-2" 165 C '+/-32 psf I 240� 8'-0" 10,-8" B,•5•' 7p'-8•' I 11,4". ..j 1'-0"' '3,20,' �13;-12^ �
G _ . _. ___ ._ . . '_'_' _1_.._.�._..____" '.__ '_'.._'._. ' _..'_ _ __' _ ' ' ' ' _ _'
--
� 'I65 D +l-52 psf 120 8'-11" 9'-7" 8'-11" 9'-10•' 10••11" i i'-1,• '165 D il-39 Psf� -- � ��-' _
'_ '_' .". ' _. _ '_ " .__."_ .' _.__.. .- '_. .__.- L
i 120 8'-70" � 9'•12" 10'-3„ 16d1 10,-3" 11,3" . ..12'-8•' 12'-B•, �
. . _' _' "'_ _"'_ _.�
" __' _
0 165 D �I-52 Psf 180 �//� 8'-11" I B'-7" 8'-11" 9'-10" � 10'-11" T�11'_i" __765 � D �+l•39 psf i 180 8'-3" 9'-12•'' 9•-9•' 10,-11'. ' 10'3"_ 11•-3" 12•_6•' 12',B„
7 __ ___ _ _. -}(-52 sl ___.__ /�1�t�._._.._�. �_ _ -_.'_'.' ."_' ',. _'__ _i__.. . __ ______ ___' __' _' ' _____ _ _'__ ___
� 185 D P 240 B�_7•� � 9•4" _'._6'41"'.. 5-10" � 10'•11" 11'-1__ __165 i_ 0__'I-tl-39psf_� ____ ______� __ -' ____ __ __ ___ _ _ __'_'__ __
__- _ ._ � I_'_ _...- '.-_._. ____. _'____.___._..-___ ' __ ' ,. ._ 0'-3•' 10'-12" 12'4" 12•8"
° 170 B ���-97 psf 120___ 9.'1" j..10'3' 10'-8". :. 11'3°_ 70'-7'• 11'_7" ' 12'41"" 13'-1" 770_I B `*/-29 psf j 120 10'2" ' 9P 5"' 8P 9" ��'12'7'• '7 1'1'_10•'� ..1741" �' 14'-5•; 14'-7" " �
y 170 1 B �37P5f 180 8-5 10•-3„ 9'-17" it2" 707" 11'-T 12'11 13'-1" 170 8 '+/-28psf' ��180 9,1•, i"'iP-5• 10•8'`� 12'_1" � ii'10" 12-11" ; 74'-5 14'-7"- �"'� '
- _. ' ' __ ' . _ � _ _.. __ _ . _ i . .
�" 770 B /37psf '�240 7'-8' 10-2" 9'-0 i 1�2' 10 7•,- tY-7 12 7 13•-1"�� 170 i _B i+l 29psf 240 8'3" 0'42" 9'-9' 0'-it 11'-9.•� 12-1 13'-7' 14'8" ��I�
170�� ' C +/-45 psf�� 720 8'•3'� j. 9'4" - 9'_7" i� 10��3" 9.-7" - 10��6" '11'-9" ', 11'-10" 170 i p ��t%-34 psf; 120 ^9'-5" r '1�•_8" 10'-12" '11•-_8" 'r 10;-12.' � 12'-0"_ .--_73�5,_ .13•-T''.. - - J a� �
. . ' __. ..'_._ _ _. . __.. _ .____� .___. ,_ '__ '___ _
'" il-45 5f I � ""_ �til-34 sl l ' ' _-, E '__' ' ' ' I '.`_" '_ "' ' - Q ' �
170 C P 180 7•11" . B'-4" ,9_-4'_T 10'-3••_ 9'-7" _10'-6"_r 11'-9_'__71'-10"_ 170 � C � P 180 8•8'. i 10,-B'• 10,-2,• 11•,6.' , 10-12.' 12'-0" ' '13'-5" ' 13•-7•'"' x o �
mg�
--- ---�------- ------------- � � ------�_-' ---=- --------�--- -------- -------}- o s��'F� , a� �
s 170 C *I-45psf 240 7•�Z,• � 8�4� 8,-5" y��s• 9•-�" ��•-6�� ���_9" � 11'.10" 170 C N-34Ps1! 240 7'-10" � 10�-5, ��-3�� �d-5" I 10•-�Z.� ���,6" �2�-��" �3•-T� - ' ��R�
._ . . _ ' _'____-'_ -_.__.. _ -�.�.�__.. --_.._'�'_' _..-'_.I ____'__' . �
1'_"_"_"_'____'_ �
� _.'__-._.--.-+l-55 sf � '+/-41 sf! � �
'__" -�.- � P 120 8�,7" , 9��8" 9'-17" ���,8" 9'-11" 10����" �2�-2" �z•-4" .�
170 D � P 120 "e_By__l__9 3• 8��8" 9,_6_ � �a_-T� 10'9" 170 D i ' ��c`S�i'__
_.-_' . . --�._ ___ _'__ ___ __ __._ ___ S
� 170 D � P 180 8'-8'• T 9'-3" 8'-8" 9'-6' I 10'-7•' � 10'-9" _770 -__ D-t1.q1 Pef��-- i �-"--___ -� --' -'�--�-'-- - -
�___'- .--__T_
__...I-780_ 8,_�. 9,,8. 9._�.� '_�p,_8.��I, 9'-11" 70'-11" � 12,_2,. 1z._4�, ���Y�$
� 170 � D I*I-55 psf 240 7'-11" ; 8'-11" 8'-8" 9'-6' � 10'-7" I 10'-9" 170 . D ;*1-41 psf� 240 7•-4" � 8'-8"-- g_8__ _9'_9" : 8'_11„ 10'-S•• I� 12'-1" 12•-4•'
� 180 C H-51psf 120 9�-�" g�-8" 9•-0" 9'-N" it'-1" U'-2" 180 C '+1-37psIT 720 8'd2" I 10�-T�_ "_70,�5�' -`11�_2�:� 10'-fi" 1T�6,� 1 12�-10„--1Y-�i. � ��wg�
. �` �80 C +/-57psf 18b� 8•-11" -_9'-8'_ 9'-0° 9'-N' �, N'-1" !17�-2•, 180 ^ C �+/-37pslr�9U 8,-4" �a�-r� - 9'•it" ���-2• ��•-6• ��,,6••`r12,-10•• �12•_11^. �„I � �
.. � � , bo ��a��
_ _ ' __.._ _'__ __�_ — ' L—___.__ g-
� 180 C +l-51 psf 240 8'-2.' I 8'2" 9'-0" 9'-11" � 11'-1' ; 11'-2" 180 � C '�il-37 psf i 240 7,-7" ; 10'2" 8'-12,• 10•1'• i 10'6'• 11'_2.' �' 12'-fi'• 72'-11° ���8� � g
�
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NOTE: ' G2ESTRUC-0 8
SEE TABLE NOTES DETAlLED ON SHEET 3 PAGE DEStaIPTION:
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MAXIMUM ALLOWABLE CLEAR SPAN TABLE ' -
2�t: •
ROOF OVER OPEN STRUCTURE: ;9'. Ai Ofo N �� i�
� j � _ 3°Panels_____ 4"Panels _ __ 6'TiPaneis �pT'•. p�v ��'
w�a oenecnon p��
4 �Live Load 0.024° 0.030" 0.024° I 0.030" I 26 a Steel 0.024" � 0,030° 26 a ����is' rI�'�[(l � �5 f
a Speed ;Exposure'�or Up6fl Limii q�um Skin Alum Shin Alum Skin Alum Skin Skln Alum Skin�Alum Skin Sleel Skin ���i W�A ��1 �� �
,� (MPhi) I (U..) _ ' ��/ A,1J,U1��J� ��,�{i���U
� __ _ i ___I_ � __ 1-L�EPS 1-LB EPS 1-LB EPS'�LLB EPS I 1-LO EPS 1-LB EPS;1�LB EPS 1_LB EPS 3'� 0 W�=�-y z d
130 I B i*I-28psfL_.120__10�-5" ����0� �Z•_�• 12'_11" 'I '12�-��.____13�-3• -r14�y�� - 14�-��••-- L•�L ULL FW
130 I B I�l-28Psfj 780 9�,Z,. ��._9. �p,_10. � 12�_3,� i 12,_��� 13'-3" � 14�_9,. 14�_��,.- U I� �Q W �sC7
-�______'____
730 B '+l-28 psf�240 9�-4" 11'-2" 9'41• 11�-2" - ,°m.n$o
____�___ ___ ' _-._.- �_11_11"_.'.�2'3.__I 13•-9�� 14'-9" Z oy W
130
� __130 i_C-f-+/-29 psf 120 -'_.10�_4�� ���_B. t2._p.. 12,_��d_�I._�Z�.��� 13�_p, ?''ly._9.- ta,�i,. W W o ti p��b 3
� _-. ! C '+1-29ps1 I 180 -9•�2••- 11'-8" 70'-10" 72��9�•-I 12,-1�•-� 13•_2° I 14,8" 74,iT, � W r� �3
� 130 I C +/-29 psf'�, 240 8'-4•• 1'I•-1" 9'-10" 11'-1•' ' 11••11'• 1Y3" 13'-5' i4'-8" y�� �3
� r
� __730_ i D I�/•35psf� 120___9.-5"_ _-10'7•'- 10'-11"_ 11�,g" � 10'-it" 11•41•�; 13�-4•' 19�-8" p W°% �
_ '...-.' ._-_ . . __ . - - , ,_ W-.
� 130 I D �N-35 psl'� 180 8,-7" 10�-7" 10'-2" 11,-g,� � 10'd 1" 11'-11" . 13.4" 13•6•, ' .'�i p yt
q 'I30 � D '+!-35 psl� 240---7'40" -10'_5,• 9•3'• 10•-5" � 10'd 1" 11'-5•• I 17-11" 13'-6•'
� ' ____. ___' ___ __.__ _____.._'.__.'__ __'_.____ ._.__._ ___-_
a 140_ I B j�l-28 psf� 120 10�-4•� ���-9•� �Z�-�" 12'-11" .1._12�-�" �3�-z" I 14��fl" �4,���„ �
'._ -_'__`_. '.'_..'._. '__. . _...__. ._ ' '.,_'._'._,___ " -.
�, 140 B 1�l_29psf:� 180 B'-2" tY_9•' 10'_70„ 72,-3•' I 72'-1" 13'-2" 1 14•9" � 14'-H" �
140 B �tl-29 p5f� 240 8��3• �1•-Z•. 9'-10•. ��'-�•- ; 11•-�1••- 1 z�-3�•- � "13�-8"- -�4•-8••- W
6 _ 140 .,._C_ 1.1-35Vsf! 120_ _.9,_5„ 10,_��� - 10=17„_-�-���_8.-�._i_�p�_��6_ _N'12•'��',- 13•4"_." 137�:�.- F"" .y
4 - 140 ' � �ll-35 sl i. __ _ '_'. __._ ' '.` _._.. ' ___-_y=_`_.___ _ __- m
_ P 180 8�T� 1U�_T� 1��-2" 17,�6� � 10'-01" 11'.12" 13'4'• 13'6'•' U�
140 . _._ ___.___.`_'_--____ '___ _______�_.____..___' - ' - ''__ �
-__ �
� � ,+/-35ps1: 240 7'-10" _.10�"5• 9�3" 1��8• 1��"11" 11,'8" 12,'11•• 17•6•• � y��
-_ D t/-42psf 120__ 8.6.__ B•-8•' 9'-11" �_70(7,: ; 9'-11..__.10•10° _ 12_7" 12•3" - � Q 52�i
„ .___ __ .___'___________-_ _ _ __ .__-_' '_ __ __. _ _. ._{_ _..' _ '___
S 140 0 i+/-42ps(� 180 8�1" 9•-9" g'-6" 10,-7" ! 9'_71" 10�-10"_I '1T'I�f, 1Y�J�. p a u1 ik
8 __140 __._�__�+6 42 psf_240_ 7'_4"__I 9.g_ _ 8 8� _ 9�"9 !_9'•11" _10�-8.'_ I 12.-1"_ 12'3'•�' Z q n n ���
� __155 __ _B _''1-34 ps1� 120 _ B'_j" 10'-10" N'-1" 11'-11" , 11•--1" ' "12,-2"'' 73,-7"' 13'-8" p--i ���`+ p O
' __ _. . ._-._ ____ _ ___' _ _'_._.-__'_-_-_ _
a 155 , g �.l-34 psl; 180 .. 8•�8" � 10'-10" tp-3" 11�_�,. � ��,�„ �Z.=z„- ,-13�_�,-.-- 13,9. Y N �E n ,
� 155 I g ��1-94 sl i.__._. .._.'__ . ......... . . . r,__ .__- ._'�.'_ _. . �m �
'. _._, ___'. Z
. _i_ P � 240 7..��, t ��._6� 9.�.� ��,_8�. ��,_��. 11'7"_i._73_U�_ __13'_9'_ J ¢�� u Q
"_. . _______ ._____ -_.___ __-____
155 I C +/-41 Psl� 120�- 8'8" - -' � t-1 w
� � 9._9., ��._�,. � f0,_9d 10,_�„ ��,.0. 12,_4. �Z._5. �E m � �
d 155 ' C '�1-41 psf' 180 8�-2,. 9��9• B�-8,• �0�-9" ; 10'1'• 11'0'• ., �2,4,• �Z,5„ = m�n� 0°�••
� � _ __' � ..
`� 155 i C i+/-41 5f i
a - __ . '_.._ ' 12•-2•• �Z•-5•• m n O a ��
P � 240 7'-5' 8'-9" 6'-9" 9'-10•' 70'1•' 1p'.ip" �,
_-155 ' D I�1-49psf i 120 9�_�• 9�-9" � 9�-Z• ��,��" i 1T-2, �1,3" J ¢�a
155 0 '�/-49 psf I 180 9•0•' 8' J
a` i 9, g�_Z.. 10'-0' ; 11._2„ ���,3. ��¢
- --- - -:- - a o
� _155 I D �rl-49psf I 240 _ 8,-Z�� 9�-3" � g,-Z"_ 10•-�,. I 11•-Z�� 11 3_ ��y�
y 165 B '+/-38psf%� 120 B'•12" 10�-Z" ����5" ���-2" � �0•-5" '11��5��'-��12��9••- �Z,-��„ 0
___ _
• 165 ' B i t!-38 psf' 1B0 8.4.. 10'-2" B'-10' 17.1" - 10,5'- 11'-5„ ' 12'8., 12,11,. �
F 18� B�'1-38psf: 240 7�_T� 10'-1" B'-11" 10•-1" 1��-8•- 11�-1" ! 12,8" 12�-11" _
_�-_'__ '_ '_ --_._'_'__"___'___'-.-'
ry 165 ' C :+l-46psf? 120 8�-2�� g�-2" 8'-5" 10''1'_� g•s,� �0��4"� 11��T. ���-8, � �
� 165 C j al-48ps1�-_1B0 -7'10" 9�_Z•• 9'-3" _ 10�_'I• j 9�-B" 1U�_4" it'_7'_ 11�_8" ' (J�
� _ 165 ,_._ C -'�l-46psf _ 240 _ 7•-i•- 9•-2" 8•-5" _-8'-6" ! _9'-8.' _70'-4`�_. 11'-7''_' 11'-8" I CLEAR SPAN TABLE USE INSTRUCTIONS: « �
E 165 , D ;i�•56 psf� _jZp_ g'-7^ 9'-2" i 8'4" 8'-5"_ 10'-8" 10'-7" 1. DETERMINE TVPE OF ENCLOSURE TO BB COVERED(ENClOSED, a�q�'� � �
_ 165 I D i I-58 ps(I igp g'-7^ g'_p^ i g�.j+ 9'.5" 10'�6" iD'-�" SCREEtJED WALLS,OR OPEN STRUCfURE). g g� � �.�
d + a �
�---� ------- ---- "--' '-- "'-- - -- -' ---'- 2. DETERMINE THE SITE SPECIFIC RE UIRED ULT] A DESI
'' 165 � '+l-5fips1� 240 / /! 7'40: 8._10, � 8�_�,� '9(g., 1 �p..6�� ��,.�,� Q M TE GN WIND ��
" SPEED(I•1PM)�IN ACCORDANCE WITH THE 2010 FLORIDA 9UILDING � -��
'_ "'_ _ _'___- -" ' __'
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, i "___' '___' ''__ _' ' -
5 170 , B �+1-40 psf 120 8'-8" S'-10" 10•-'I" 10'-10" I 10•-1" 11�-7" �' 12��q" 12�_8" CODE. �{�� � b R�
_____' _ '.._.� ___ . __ . __
� 170 � B ��'40 Pg� 180 8'-2" 9'-10" 9'-8" 10'-10" I 10'•1" 11'_7" ' 12'-4" 12'-6" 3. FIND ALLOWABLE C0�1POSITE PANEL CLEAR SPAN IN TA9LE5 FOR � �
a 170 � B r+/-q0 51' � � APPROPRIATE PANEL OEPTM,FACING THICKNE55,AND EPS CORE �
_" " _ __ __ _ ___ _ _
_ P 240 7'-5" B'-10" B•--5' 9�-71" ` 10'-1" 10'-11" ' 12•3" ' 12••8• SELE ED �YS , �
� "-- ,"'_ ____ ___' ' _ ' _ _ . _ ' _ '-_' ' '_-_ '__ _ _
g 17D C �+/-49psf 120 . . 9'2" _ B'-10"-�; 9'-2" 10'-0•' ' 11'3„ 11'-4• 4. DE�INOICATESVALUESNOTVALIDFORUSE. `���5��g$
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LL �_,�o ' c ?Ll-49psf�- zao-- 8._3° 9,-3. 9.-2.. -�o.�o. i ,�._3.:-- �i_-<' DEFLECTION NOTES• �� �d6�g�
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- - �----= - -�-------- -- .- ------- -- I. DETERMINE EQl11RED DEFLECTION�1MITATiON PER THE
- - R
a` 170 D �N,6D psf I �g0 8'-4" ,8'=17': : 8'-4" _ 9_7_ � 10'-7' 10'-3_ MINIMUM REQUIREMENTS ILLUSTRATED 1��TNE 2010 FLORIDA ��$� � '� �
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� WIDTH{I.e.12"MAX FOR 48'PANEL WIDTN). �AGE DESCNv770N:
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METALS USA - ROOF PAN
S
Florida Building Code online
Bczs Home �og zn user ttegistration Hot Topics Submit Surcharge
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Product Approval
USER: Public User
Product Approval Menu > Product or ,application Search >
Application List > Application �etail
FL #FL15562
Application TypeNew
Code version2010
,4pplication Status ,4pproved
Comments
,4rchived
' Product ManufacturerMetals usa Building Products
Address/Phone/Emai17815 American way
Groveland, F� 34736
(352) 787-7766
bkaufmann@metalsusa.com
Authorized SignatureBill Kaufmann
bkaufmann@metalsusa.com
Technical RepresentativeBill Kaufmann
,4ddress/Phone/Emai17815 american way
�roveland, F� 34736
(800) 342-9077
bkaufmann@metalsusa.com
Quality Assurance RepresentativeBILL KAUFMANN
Address Phone Emai17815 AMERICAN WAY
/ /
GROVELAND, FL 34736
(352) 787-7766 Ext 227
bkaufmann@metalsusa.com
CategoryRoofing
subcategoryProducts Introduced as a Result of rvew Technology
Compliance MethodEvaluation Report from a Florida Registered
Architect or a �icensed Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation ReportThomas C. williams
- � Florida �icensePE-54877
_ Quality Assurance EntityU� ��C
Quality ,4ssurance Contract Expiration Datell/29/2015
validated ByChristian �angley, PE
validation Checklist - Hardcopy Received
Certificate of zndependenceF�15562_RO_coz_F� roofover shed
roof cert indep ltr.pdf
Page 1
.� . .
METALS USA - ROOF PANS
Referenced standard and Year (of standard)
Equivalence of Product Standards
certified By
sections from the code
1714
Product Approval MethodMethod Z option B
�ate submitted05/02/2012
Date validated05/03/2012
�ate Pending �FBC Approva105/07/2012
Date Approved06/11/2012
summary of Products
FL #Model , Number or Name�escription
15562.1Aluminum .024" & .030" or Rhino 26ga metal
roof panelsl-1/4" riser pans, 3" riser pan, Rhino
riser pan for Mobile Home roofovers & utility shed
roofs
�imits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
other: see installation/span sheets for design
spans and limitationslnstallation Instructions
FL15562_RO_II_FL roofover shed roof installn.pdf
verified gy: Thomas c. williams 54877
created by zndependent Third Party: Yes
Evaluation Reports
FL15562_R0�4E_FL roofover shed roof eval ltr.pdf
created by zndependent Third Party: Yes
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Contact Us : : 1940 North Monroe Street, Tallahassee FL 32399
Phone: 850-487-1824
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2007-2013 State of Florida. : : Privacy Statement : .
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entity. znstead, contact the office by phone or by traditional
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October 1, 2012, licensees licensed under Chapter 455, F.S.
must pro�ide the �epartment with an email address if they have
Page 2
�. '4 .
METALS USA - ROOF PANS
one. The emails provided may be used for official
communication with the licensee. However email addresses are
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Product Approval Accepts:
Page 3
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�nlTEal�5r.O�IU i�GtFTEOIICv�IH 1.1aY IiK uIF.E��U1110H1.t
THE RISER PANELS FOR ROOF SYSTEMS FORSHEDSARE MAIN WItdD FORCE �NS7NLLATION OF RISER PANS FOR SHEDS ROOFS& srtE_sscc��
5 � .�LTEMISNOTFPPP,OVEUi(:MI�HCLCRS'I.U�LLIl.<Vhtl
� RESISTING SYSTEMS(M.W.F.R.S.)AND COMPONENTS AND CLADDING IN MOBILE HOME_ROOF,OVERS INSTALLATIONS FOR FL 1793 FesisuHce nu;cvveuswai a�:umne�ronon�iuurr,e�e R
CONFORMANCE WITH THE FLORIDA BUILOING CODE BUILDING(F.B.C,B,)2D10 uvinnr,rserc
i AND ASCE�-10.SUCH SYSTEMS MUST BE OESIGNED USING LOADS FOR INSTALLING RISER PHNS FOR SHE05�UTILITY ROONIS.ANI1 MOBIE HOME V Nfi 33�ro'.iNCREnsC iN ALLOWnn�E EiRE55 Hns fJE Eu USE❑
IN lHE L'c51 af!OF TIIIS 5Y.`>I[M
COMPONENTSANDCLADDING.THISOESIGNUSESASCE740CHAPTER's0, HOOFOVERS. s ihc:.P.C�u1CCLEN(Lu[6ROfFEC�iR�FCRIM[FROJEpT
SECTION 30.5 PAR7 2:LOW RISE BUILDINGS(SIMPLIFIED)FOR AN ENCLOSED SUPhkSTFUCTUflElYIP1YdTGY.TM'3�[GIGY IS OSEG GHALL U2
1.ATTACMING TO ENGIYEERED ALUfdINU1A FRAMING. hESf Jn:JNLE fOH THF i1REGPiTY 9F ni�SUFPwTiNG�Ui�TCES
LOWRISEBUILDINGWITHANINTERNALPRESSl1REOFCOEFPICIENTOF*!•18% �,pTTACk11NGTOWDOUFRAtdING,SHALLBEUIS.Y.PORC79,P.F 1VIH�SLESIGHV.HIOIISM�ILLBEGJfRqNFTF�LYiHC i�� �
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SHEDSAREGENERALI.YSMALLINSRGANDTNEMINIMUM"a"(EN�ZONE SNAt�SCOM1>ikLUMtHEIilIJNFnRIr;lEv}•ptqTIGNOFTHE ��_, �
WI�TH) IS 10°/a OF THE LEAST HORIZONTAL DIMENSION OR 0.4h,WHICHEVER IS A�REfER TO ENGINEERING FOR FRAMING OETAILS OF STRUGTl10.E, q��CW:a:,��aqr�TAD�ES�StEu IIE.tuN 51u1'.pG�ut _
8.145TALLSTU�FRAbSINGFORPISEflPANWALLSACCORDINGTOENGINEERING PER�A.TTCO.CONI%.Cii1115EWGIt1EJ<fGR.1L1EkNAiEs'W'n1! 7 c
SP.IALLER,BUT NDT LESS THAN 4%OF THE LEAST HORIZONTAL DItdEN510N OR ca�cu.TJN:FSMAY dcREOUinEL' �
PLANSFORUTILITYSNEOSV1ALlSTABLES. � irfFCG�ITPnCTfvi��ALIitFFJVIArCOY5i0cRPO;iiiGLL ` -
NOT LESS THAN 3 FT. C.SUPPORT FRAMU�G SHOULO BE PERPENOICULSR TO TME OIRECTION THE
THEMINIMUMDESIGNPRESSURESFORTHISSYSTEMAREGIVENINASCE7-10 RISERPANSARERl1NNINGAN�SPACEDACCOR01tJGTOTHE�LLOWABLE ��rF��GLGAo�G1lWnitln!tU��NCGUTtIGfufeli[D1na.r�Y ,
SPANSFORTHERISERPAN6EINGUSE�. CIHCENTRaTFnLOnuSwHicNMA'IAU3TIFYGa,GTl.rtnlClcN �_
FIGURE 30.5-1 FOR EXPOSURE B,IN CONJUNCTION WITH VELOCITY PRHSSUR[ CHITEkIp TNIS0.f01ii0pAl Wn11 CRITEPI45fl4LLCCPROPERC!
COEFFIqENTS K�AND K,FOR EXPOSURE C AS GIVEN IN ASCE 7-10 TABLE U.AT EACH SUPPORT IIJ7EflSECTION THE 1-1l4"�83")x 1I"RISER PAN. q�U�YZED.iv n uC[tl5[D[NGWECR UP eer,�,,�eFo;.nr.��neci `�
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GIVEN ARE FOR ZONES 2 87 WITH AN EFFECTNE WIND AREA LESS THAN OR b.WHEN ATTALliItJG TO WOOD SIIPPORT BEA1d OR W00�PLqTES,SCREWS INEIP.CROVEITNU FRCILITT. (', i-
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CITY OF; � / / / / BUILDIN�
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
� • • - •
ADDRESS � (,` �r"/ ► �� E�/_/� PERMIT�, /
3 S � �� c�
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
�� ��� � � � ��� �
��� h • �/ 4 /� �__---_/_ / /11 /�
It is unlawFul tor any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part of the worlc with flooring,lath,earth 780-0020 FO E� SP ��N
or other material,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR