HomeMy WebLinkAbout15-15938 _ - CI OF ZEPHYRHILLS -
5335-8TH STREET
(sis)�so-oo20 938
B ILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION "
Permit Number: 15938 Address: 39554 CYPRESS POINT LN LT 197
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 8,000.00 OWNER INFORMATION
Date Issued: 1/27/2015 Name: NHGFL115 LLC ',
Total Fees: 112.50 Address: 39554 CYPRESS POINT LANE LT197
Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542
Date Paid: 1/27/2015 Phone: (419)962-4674
Work Desc: INSTALL 2 CARPORTS -
CONTRACTOR S - APPLICATION FEES
B&H CONSTR CTION OF TRAL FL BU LDING FEE 12.50
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In ections Re uired � �
FOOTER 2ND R UG PL B M NSULATI N CEILIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will omply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the fol owing 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
inspection when called e) permit not po ed on job site f) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this p rmit, there may be additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water 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 int nd to obtain financing,consult with your lender or an attorney
before recordi g your notice of commencement."
Complete Plans,Specifications Must Accom any Application.All work shall be performed in accordance with
City Codes and Or inances. NO OCCUPANCY BEFO C.O.
CONTRA TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPE ION - 8 HOUR NOTICE REQUIRED
PROTE CARD FROM WEATHER
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`� C��N��RI�C�T ON - - Phoner 8113' fis2 ios4
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of Centrall%orld ,Ina � Fax: {813� 715-6585
To11 Free: (800) 224-1206 �
PROPOS.L SUBMI'i7ED TO PHONE �,, DATE
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STREET SALESMAN CEL PNONE i
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GITY,STATE end ZIP Ct}i}E St1BDtVISi�
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We hereby submit speciftcations and es#imates for�
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We PT'(aj?OS� hereby to furnish materials artd labor-corr�plete in accordance with above specificatians,for the sum of:
.� t� 1�6��...�r� .� �. �....:���°' fR � � ..i�-�'�°�� � �dollars($ ���� r�°"� ).
P ent ta be made as fo!lows:
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All material is guaranteed to be as specified.All work to be completed i a workmanlike quthotiZed
manner according to standard practices. Any alteration or deviati n from abave �ejsnatut'e
� specifications inv�lving e�ctra casts witl be execufed upon written ordecs,an will became an
� extra char,ge aver an above the estimate.Aii agreements cantingent upon s rikes,accidents Note:This proposal may be
i or delays beyond our control.dwner to carry fire,tomado and other nece sary insurance. Withdf8wn b us if not aCCe ted within da S
Qurworkers arefuily covered by Workman's Compensation insurance. y P Y °°
Acceptance of Propasal-7he above prices,sp cifications and � ,��- i� ,
, canditions are satisfactory are hereby accepted.Yau are auth rized to do the Signature �` U',d-- /�4�C�F�:t'r-�r
� wark as specified.Payment will be made as outlined above,
� Date ofAcceptance: SEgnature
�� "Custorr� .FIo e.Addttions At Ii�s Best�"
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Jti'UT�clEt�t�c:u�3�sENC:�.ME T R�Pt:2655101 Reo: 10.00
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01/21/2035 D. B. , Dp},y �lerk
Pcnnii No.,_,_ .__. -- --... _._ .
'fax Folio No.'d.�`�.-a.(o-at=4.�-A"Ilc2Q- 9a
, ?HE LINDBRSIGN�U heroby�ive�nmice�hat im rov�mcti�s will be madc�o cenain rw1 properry,�►nd in accordanre witl�Section
7!3 13 ni�he Floride�Statwes thc follawiiig infc�n �tic��i is p�ot•ided in tt�is l�tf•?7'T�"''F t}F C�?!4?M�1�'t'EAlEN`1
I Descriptian o!prapefty Ileg�l descrPprion); /_Yj22J, �L C�,�CS _ __ _ .. ._ .__ ., ._.
�}Stree�{jaA}Addxess• y�'y. �' ��,n?*"j�t! !�T��'jQ7_ j'��`�S_.� .
2 General dtacriptibn of improvements: _..�� 7 5� „FSoju,��?{�'f�p�,�.�".";'�,�p . _ .__ _. .�
3 c3w�ser�nro�s�m; y3 5_._���`,�. .__ ._ . _ .. Zyo�-/�.�ls.f� ._ .--
e)Name ana aaa;ess: � �.,�7.;�l9?_ . . _
b)Neme and addrcas of ke simple ti�lehol or(if odser�owner} __ _`._ ,
,� �)lutereatinproperty --.-6ee6�.,,-- -.•- -- -- ___. ._. _____.._. � .._.._..._._ .. ...—.
4.ra��MO:w�»� yv15'r��s�'��—
a)Name and address•-���� � �"�!�L s K r k.'. ; �'�G��..5�
b)Tctephone Na.: �� �'ax No.tOpt•) ���1-?1.�-1,a S
s.surery infom,ation
a)N�ms and address:
b}Amoimt of Bond• � N.�____. , ,_
c)Tclepbane No:: Fan No.(Opt)
6.1..��der — '
a)Name and address•_ . . _ _,..
1'hone No.
?.Idenriry otpesaon wich�i ihr Staec of Flmida des� tcd tiy awncr upaa wham aotices or oiher dacumer►�a�ay be scrvcd:
a)Name and nddress:
b)'T'elepho»e'No.: Fex No.(Op�.)
8.b}additian tc l�self,owna designaCes tLe foS ' pason ro ieeeiys a c�af thc LiamQ's Nolicc ea piovi8ed'u►Section
�13.13t1I(b).Flmida Siac�ics: ,
q)Nnme eayd eddr.ess; •
b}'fekpbo�ie i+Ta.: ,__,____,.�,�,,;Fa�t Na.(Opt,}
9-Eupira�iom d'aie of IJorice af Commencetnprsl(lhe eicp,intiqa date is one yesr fraao lhe date of re�,ording nnlas w diffusnl dale
is sp�ecTlled);
�'1'ARNING TO OWNER: A]N'PAYMi:;�'V7'S E.BY TUE 1)WI�Xt AFTElt 7'!I$EXPIRr!?ION OF 7'�IE NOTICE OF
CaMMEN4'F•1VIE1�Tl'ARE CONSYDEREU IMP OPFJt PA1T��IENI'S 1J!!�D�R CHMZER 7T3,PART l,SEG`7`•iON-718:13;
FL�R2DA STA'It1'I'E.S,AND CAN:RESlJ'l.T W YOUR PAY�VG'7WIC'E F(3]Jt IMPROVF.��t+t7'S TI?YOUR PRtlPER7Y.
A N077CE OF COMMENCEMEhIT MtJ3'I'BE lt�CORbED A.N�P05 f ED�UN 7'H�;IOB.SITE BEF01t�T8E FOL.ST
1NSPECTION. IF�'OU�DV7g�VA TO OBTAlN �� AIVQNG,G"ON$tJ�,,T YOtUR 3:EIVDER OR AN ATTORNEI'BF.FQRL
C{}MMEi�iCIl+7G WORK C►R RE,GY}RDxN+G Y R I+20'�'tC8 t)F'COMMBNCEMF,�1T.
srs�r�orstioa�n� ,��y,���,. ���CANT
ao�f»ir or ��'� . Commiaslan#FF 1342 3 0 �
Explres June 6,2018 'nue oron+rner�'oav�aa•:A' ' a16�r�Di►�ceaa/P.ra�rrrtilaogt�r
y, oa�emuTArt�u�.�a tP irtn � GcJ v���
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Thc fongaiz►g mmumrnt was acburwled'gei!bcfore m�this �S .@ay ai,,��s+��.,,�20 f v�.by_�,�v� ,
n^ , ,.�n�.. _�-�- i
l.:-�I.'?"�,�21.L as (ype of autbatiey,e.g.otT'wer,tructec,
.aor,��y ro r.��ror (n�me oi pprry on bebdf of wLom inahrumm�wu eYecinted).
PETS02327�r}{2'lOWii JG�OR PiOdiICC{�I�CIyt�C8iI4A� NOtBt'}�SIg061Utt ��,,,r ���. �s�
Type afldattifieatian Pmduc.�d N,,m�(p�a,�j v�es�� �cert!
Vaification.pursuam�o Sec�ian 92.325,Florida S�a cs.Undaryenalties of perjury,I declarr that 1 have read tLe foregoing end tha�
tlu facts siattd in it are�te ta thr Dcst of my knowl dge snd btlief
PUAbS%NOGrrNpli �
e osxsnvat Penon 5gaing tin,Iiae N ta.}Abbv,e
ppULR S.0'NEiL�Ph.D PpSCO CLERK & COMPTROLLER '
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�' - � STATE OF FLORIDA, COUt�TY�� l��5�t�
� � . ° �� THIS IS TO'CERTIFY THAT THE FOREGOING IS A
� TRUE AN�7 CORRECT COPY OF TNE DOCUMENT
'� � P "�' � ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
`lY''':;i o �
�} ��i WITNESS MY HAND AN �FFICIAL SEALTHIS
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� ����OR1DA � BY ` DEPUTY CLERK
• 813-780-0020 City of phyrhiils Permit Application Fax'8�3"�80-ODZ� ,
� Building Department
Date Received � phone onWctfor Pertnittin G 63 ��'4'�- ���-1
Owners Name �D�I/� L 2J'M Owner Phone Number !!J�� D� Z��
Owners Address � l S S � (L D� � . Zl�i� � Owner Phone Number
Fee Simple Tidehotder Name Owner Phone Number
Fee Simple TlUeholder Address
JOB ADDRESS 3� J C i � � Q � LOT# �
SUBDNISION � ' PARCELID# �[[�' - I�O`OOcO
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEw CoNSTR� ADD/ALT Q SIGN Q Q DEMOLISH �
INSTALL REPAIR �
PROPOSED USE Q SFR Q COMM Q OTHER (�y��
7YPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q n , "�/"
!/
DESCRIPTION OF WORK �. � Or� ��C7��U. T-
BUILDING SIZE Ia����YJ �O/7`�, SQ FOOTAG � HEIGHT � 79- w2�
7
UILDING S Q� VA UATION OF TOTAL CONSTRUCTION - �,�
QELECTRICAL , $ AM SERVICE Q PROGRESS ENERGY Q W.R.E.C. �
QPLUMBING $ � � �'"
�" d �
QMECHANICAL $ VA UATION OF MECHANICAL INSTALLATION r , � � ��LI
� b�- �CQ'r`
QGAS Q ROOFING Q SPECIALTY Q OTHER � u
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO ��` , �'Q 1
V
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BUILDER � COMPANY � CL��1S�! n C��
SIGNATURE REGISTERED Y! N FEE CURREP Y/N
Address Q� 1'ID�f� �,� _ � ?j License# lJ��S �7 8� �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREI. Y/N
Address L(cense#
l
PLUMBER COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREI. � Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllll
RESIDENiIAL Attach(2)Plot Plans;(2)sets of Building Plari ;(1)set of Energy Fortns;R-0-W Permit for new construction,
Minimum ten(10)working days aRer submitta date. Required ansite,ConsVuction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 81 dumpster,Site Work P rmit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plu a Life Safety Page;(1)set of Energy Fortns.R-0-W Permit for new construction.
Minimum ten(10)working days after submitta date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work P rtnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for aIl NE construction.
Dfrectfons:
Fill out application completely.
Ovmer 8 ConVactor sign back of application,notarized - ,
If over E2500,a Notice of Commencement is required. ( C upgrades over 57500) _
" Agent(for the contractor)or Power of Attomey(for the owne)would be sameone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITfING (Front oi Application nly) , .._ , ., ,, �!,. . ., •... ,.,. ..„
Reroofs H shingtes Sewers Service Upgrades,A/C _ Fences(P�oVSuNey/Footage) , ;
.. ' . _ ""�.' f ' ' ' ' . f.
Driveways-NOt over Counter if on public roadways::neetls W ` � • - ;� ', � , ;'
,� .� . ' ,,. '` • , �� ' - . �. ..._. _......,,_.,.., . `,:,r
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and loql reguladons. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Divisior�Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County. •
TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the consUuction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a°certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact
fees are due,they must be paid prior to pertnit issuance in accordance with applicable Pasco County ordinances. i
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuatlon of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the appiicant is someone
• other than the"owne�',I certify that I have obtained a copy of the above described document and promise in good faith to
� deliver it to the"owner"prior to commencement.
�!'�y CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
�yvilj,be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
i�eceby made to obtain a pertnit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
consVucGon, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental ProtecGon-Cypress Bayheads, WeUand Areas and Environmentally Sensitive
Lands,WatedWastewater TreaUnent. -
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Departrnent of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill: ,
- Use of fill is not allowed in Flood Zone"V'unless expressly permitted.
- If the fill material is to be used in Flood Zone "A°, it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of pertnitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A°in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for viola6ng
the condiGons of the building permit issued under the attached permit applicaGon,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good failh to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing consVuction. I understand that a separate permit may be required for electrical work,
plumbing, signs,wells, pools, air conditioning, gas, or other instaliations not speafically included in the application. A
pertnit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such pertnit is commenced within six months of pertnit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonsVate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117 3)
OWNER OR AGENT CONTRACTOR�/L.L(�
Subscribed�,nd swom to(o a d)be ore me this Subsc'bed nd sworn to o affirmed efore e this
�'1$-L s by _Lt.�L�bY C-y�-� L�Ee��
Who is/are persona y o me or haslhave produced Who is/are personally known t a�ie or has/have produced
as identification. as idenfification.
//'^ � " -
f ,1 c.s"7� Notary Public � Notary Public
Comm ion No. Commission No.
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City of Zephyrhills
BUILD G PLAN REVIEW C4MMENTS
ContractoriHomeawner: �;1� olVSTRt3G'Tiat�t C� V�KTI�AL �"�i�tUO�I
Date Received: � -- 1 - !s
Site: $g 'S 'Y � i���$S t'�8lNT LN.
Permit Type: � Clt i�aR�t'S �- 6 rSaut r�P Oas?-
Approved wlno comments: Approved Ithe below comments: CI I}enied w/the below comments: ❑
'This camment sheet shall be kept with the penni andlar plans.
�,�,��C� � �. tr
i�aTv"`in��i Plans 'n Dat Cantractor ancUor Homeowner
{Required when comments are present}
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LEONARD G "GEOFF" WOOD, P.E.
370 BRUTON ROAD
PLANT ITY, FLORIDA.33565
DATE: 11-26-14
B&H Construction
Zephyrhills, Fl.
Re: JOHN cDERMOTT
Address: 39554 C RESS POINT LANE LOT#197
ZEP ILLS, FL.
2 ���
�`�����.� ���a��,,-�� _,��
Dear Sirs �i'T�'��������C���..J_— —��
� �eJ��:��I�� �'
This job is designed as 4�wal construction and is engineered
with a fourth wall beam so there w 11 be no load on the home.
This job is attached to the ho e but designed so no loads�will
placed on the home, other than ashing. We will be building a
12'6"x�4'carport and 8'x6' carp on existing concrete with
isolated post pad footers.
As always, should you have an questions,please feel free to call
me at any time.
g}�'�OF!
Leonard G. Wood R '
tHQ�motCmtalPltae �
3704 Bruton Road ����ffi�'��°'° ;
- ���,���� ;
Plant City, Florida 33565 �i
MOBII,E (863) 430 2717 "'�''°"°'�g
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yfipNARD G.'GFAFF WOOD
t7�i0IIiP� �
I.e�erd O.Woo�PE W 1T3T1 �
3701 BtWan Rod
• plmtpty,F7orid�33565 ��
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ND 14 MP
mard G. oR d / �
LEONARD�.° EOFF" OD� /
ENGINEER
Leonard G.Wood,PE#47377
� 3704 BMOn Roatl
Plant City,Fbrlda 33555
TelephanelFex(883)430.2717
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M ND 140 AAPH
rtl G.Geaft '/� ��
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IEONAR G. G FF"WOOD
ENGINEER
Leortard G.Wood,PE M 473�7
3704 BMan Roatl -
Plent CHy,Florida 33565
Telephone/Fax(B83)430.2717
ROOF PANELS
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LEONARD G."OEOFF'WOOD �
ENGINEER
Leonard O.Wood,PE 847377
3704 BMOn Road
, Plent City,Florida 33585
TelephonelFex(B83)430-2717
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�
EPS FOAM CORE ROOF PA�IELS - METAL SKIN DESIGN IVOTES ;''� :x2��� '�•;., I
, ALLOWABLE DESIGN P0.ESSURES UTIUZED IN
SEAL)O1NT wrtM THIS DOCUMENf HAVE BEEN UILCULATED PER �
� CoHTmUOUS THE RENG�REMENfS OF THE 1010 FLARIDA
uuuctNC oa TO WOOD G=0.55 OR BE7lER:3Y�LAG SLREWS WRH oE'&ASCE 7-10 USING ALLOWABLE
SEALINGTAPE OVfIONALFAN6EAM N.WASHERS, MIN.THREADPENEIMTIONTO Cu5TR0.IT�E0.fq��0UTLi EDHEREINW�TME _
� ......... �CoMAX.EDGE DIST.SPACED 2° • �TA
� •::.:.:............:: �; �..;..
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:•:>';;.. .;;�:.: ::::. yfi�
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�w ::r.. : :.....::.................� �y;..;.t�;. TO ALUMINUM(6063-T6 MIN.ALLAY):
; �� •�• � '�� �
' GENERAL NOTES �'� •°' �
@ -� .. . .... ..:... . �¢
..........:...... �.::.....�
cy�� �: :.:� . ..: .'....:........... .. .... �'i"0 SAE GRADE 5 SMS Wi7H iS5°P3 MiN.WASHERS.SCREWS �i Z rj.�'•
tl Z PAfV EL IIVTERLOCK FDGE Dw1�A�NCE�A 1 PFROM ENDS WIiH T11E 1��M�N R QUIREMEpNTS OF 7HE N 1 FLORID BVILttD1NG COOE ' '>�,�g,W�n�
� N.T.S. VER7 SECTION • TO 0:045"MIN.THICK ALUMINUM:2"O.C.MAX FO0.USe W3iHIN 8 OUTSIDE OF7HE HVHZ.COMPOSrtE U1 �Q� V` � •
�, PROVIDE 1�/y°MIN. ROOF PM1El5 SHALL COMPLY WI7H CHAPTER 7 SECTION §m�W g i
�j SPACING BEf WEEN e TO 0.062'MIN.THICK ALUMINUM:2-3/4'O.C.Ml1X 719,CHAPTEx 8 SECTION 809 CIA55 A INiE0.10R FINISH, �
• TO 0.09D°MIN.TH1CK ALUMINUM:5'O.C.MA% AND OiA7IER 16 SECTION 2653 OF THE 2010 FBG �
� ANCHORS 1N EACH � K 9 �
TO WOOD:(2)�°p LAG SCREWS WI7N TO 0.125"MIN.THICK ALUMINUM:63/4"O.C.MAX CONiMCTOR SHALL 1NVESTIGA7E AND CONF00.M 70 ALL W W
1 MIN.TliREAD PENETRATION TO PAiR,NP. �s p SAE GRADE 5 SMS WIT}I 1S�`(8 MIN.'WASHERS,SCREWS LOCAI BU(LDING QODE AMENDMEHTS WMICH MAY APDLY. r�+
E (STING WOOD HOST(G=0.55 OR SHACL BE 1'LONGE0.TNAN PANEL THICKPIE55 WIiH 1'/�'MiN. D E S I G N C R I T E R I A B E Y O N D A S S T A T E D M E R E I N M A Y V#j a�y � �
� EXISTING 0.024°0R0,030" REQUI0.EA�DI710NALSRESPECIFICSEALED q � b
BETfER),i:'MIN.EDGE�ISTANCE, EDGE DISTANCE,SPACED 1"fltOM ENDS W7iH 7HE o w"
HOSTSTRUCfURE ALUM OR 26ga ENGINEERiNG, �p W••
SPACED AT 6�O.C.NAX. FOLLOWING BALANLE: 2, 7HI5 SYSTEM IS NOT'APPHOVED FOR LMGE OR .1 O�
1�� BY��.rP• STEEL TOV&BOTTOM . TO 0.045'MItd.THICK ALUMINUM:2-1/2°O.G MAX SHALL IMPACi RESISfANLE.WHEN USED WITHIN 1HE t
MIN. 4'MAX WID7H PER
� TO CONCRETE:(2)y'0 ITW CAR60N � pqNEl FACINGS • TO 0.062'MIN.TNICK ALUMINUM:3-1/2'O.C.MAX HVHZ,THiS SYSTBA SHALL BE LIMITED TO NON-HABITABLE
(NTERLOCKING PANEL 11VING AREAS.
S7EEL TAPCONS with 1�"MIN.EMBED. DEPTH 1�4°PER FOOT MIN SLOPE • 70 0.090'MiN.TiICK ALUMINUM:6-1/4°O.C.MAX
TO EXISTING 3192P51 NON-CRACKED � ) • TO 0.125°M1N.7H1CK ALUMINUM:8=1/2'O.C.MAX 3. N0�33-1l3%INCREASE IN ALLOWABLE STRE55 HAS'
� CONCRETE HOST 2Y,°MIN.EDGE 'j', 4�N THE ARCHI�TELT/ENGI EER OF R�EC�ORD FaR THE
DISTANCE,SPAC�D AT 12°O.C.MAX. �o �a o EPS CORE(1.0 Pf� OPT70NAL
� PRO]EGT SUPERSTRUCTURE WIiH WHIO1 THtS DFSIGN 15 i
eC-CHANNEL,MIN 0.045' ��TTER USED SHALL BE RESGONSIBLE FOR THE iNTEGRIN OF ALL
� ° �� �o� OR DRiP SUPPORTING SURFACE570�7HI5 UESIGN WHiQRSHA[L BE
STEEL 7APCOPLS WITH ly'MIN.EMBED. 5. SEPARATE'SRE-SVEUFlC SEALED � �
� TO EXISTING HOLLOW BLOCK 2)4'MIN. �/„ CLEAR SPAN(L)INSfDE TO INSIDE OVERNANG SHRLL BE NEQU[REO IN OHOER TO oEV(aTE FltOM LOAOS, ,
F EDGE DISTANCE,SPACED AT�°O.C, g8u9/is SAE GRADE 5 SMS AT 6° � DEFLECTIONS OR�SPANS CONTAINED HEREiN,LiNEAR j
d MA%. O.C.MIN.TOP&BOTTOM,IYP. '36"MAX O/N AT FRONT I ��-r aF INYERVOLA'f16N OF?HE AILOWA6LE SPAN 7ABLE5 LIS7ED � - � � j
� S ROOF PAIVE SPAN DETAIL ZS°�OFLASTPANEL HEREINSHALLNOTBE'7ERMITTED.COMAR7HI5 v
W1DTN AT SIDES(UP TO � B RIN A�PoR ALTERNATE SPAN G1LQ1LAT10N5 AS.MAV I
.12°MAX O/H AT SIDES) �Q
1 N.T.S. VERTSECRON ���a4o��Of��fl1p0 pO55IBlE[MPOSAING�OADSONROOFF,�INCLUDINGBUi
MAXIMUM ALLOWABLE CLEAR SPAN TABLE NOTLIMITEDTOANYCONCEMRA7EDLOADSWMdiMAY �
ROOFS OVER SCREE WALLS AND PATIO COVERS: �mneaa��oa�mee�soto JUSTIFYGitEA7E0.DESIGNCFUTERIA.TFIISAODRIONAL � � � � �
� By�y�C�p�n�,Secycp]609 ROOF lAAO CRiTER1A SH11LL BE 70.0PERLV ANALY2ED DY A '
TFne1s PPanela e'PmW LICENSEDENGINEERORREGISTEREDARCHITER. �g � � i
7. EPS CORE COMDOS[TE PANELS SHI1LL BE k
; I Evpo-I LNe LoaE�0°��� O.OZC 0.070" j 28GA I O.U21'(y 0.02P O.Ra' 28pa 61eet 0,07T � O.IX1T I Tgpo CONSTRUGTED USING TYPE 3105•H254 ALUMINUM a�
Wnd 6peed`a�I yor Up�l I ��'^� Alum Skln A�m SMIn�6teel SkN�qp�Sp� AWm SkF� AMn 8th ekh AWm SAN Abm 6Mn I 61eel6Mti W� �H FApNGS 1.0 PCF EPS.THE EPS PoAH SHAl1 BE ADHERED �y� � � I
g I ��/,,) TO THE/�LUMINUM FAC[NGS WITM MOR-AD M-657 I I� � i
118 EPS 1{B EPS I 7{B EP6 1.6LB EPS 11B EPS 1{B EPS 1{B EVS 1{B E75 7i0 E7S I 1-LB EPS Zi. /( MOISiURE CURE�URETHANE ADHESNE(BV ROHM fl MMS
� 11awH B � BPSF ' 120 16.77' 16A• . 1B'�' '-ta�e' 1a-71• 205 ]3'-D' 2Yd 23'-0" 4-0' / CoJ: FABRIGTIONSHALLBEINACCORDANCENRTH � I
� 110 WH C f0 PSF : 170 16'�S 7T-7' ' 1B'-0' � 16-70' 1T-11' 19d' 21'•7' 77-9' 73-0' � 2Sd L •APPROVED�ABRICAYION MEff10D5 BY METAL$USA BIDG
t 1f0ABH D 1 13PSF ' 7m 1�'•t• 16�' , 1T�' 1YA' 16�8' 7T-11• 20'f 21'-t' 27-T ' 7s�P L_M,-„�, PRODUGTSA77HEIRGROVELANDFACILI7YFORALL
S �2o AWH B 11 GSF tID 1�'.71' 1T-0' ; 1e'S 75'.T 1T-P 1e.7' 21'-1a' 7TS a3-0" YS-0' Lwl`UUtu "�1�F W PANELS IXCEVTTHE 3'/0.024'ALUM SKIN J 1.5-Ib F-0AM
y 17o NNH c 12 PSF 720 7�V• 1e'a• tT.T 11'-1a' f a-1o' ta-S 3tl-a' 2P�a` ]7�4' 7T�o" $IOII��FER PANt15.WMICH SNALL BE MANUPARURED BY METALS USA
ATTHEIR GROVELAND FACILlTY.
�' 130MVH D 15PSF ; 'tI0 1Ti' 15'd' e 16'S' 77•71' 16A' 17�P 19-5 tA-17 77'd 25�0" �,OOOII��•WOO�p�b�� B. ALLFASTENERSTOBE ABORGREATERSABGPADES '
1saMaH 8 17PSF ; 120 11'•r fa�s' ' ITS � 7a'na 1B-e� tg•t' 2a�e' st'a' 27�• s7a� 97p1$rolmRod UNLESSNOTEDOiHERWISE..FASTENERSSHALLBE
� f70MPH C 1APSF i iso �r�s �sb• � �s•-0• i �a••r ie+T ira• iea� 2rc-r zi�a- �r�v plosid�33363 �fJ10M]UM-7LA7fDOROt}iE0.WfSFfARROSfON-RESISTnNT
��S. MATERIAL AND SMALL COMPLV WITH'SOEtlFIfATIONS FOR
� /JOMVH I 0 17CSF ? tY0 •7' te-7' • 76'd' I 1J'-T' 1a11• 1e-1' � t7•T 7B'4P' 18-10' 71�6' �j-- Q -�362717---- - ALUMINUMSTRUtTURES'SEGfI0N5.P1BYTHEALUMINUM a��� i
140MVH B � 11PSF ! t10 f5'.B• . iB-0' ta'-1' 1B-0' 1T-7' iB'.T 10'J YTJ' Z7d ASSOCIATION�ING.9ANYADPLKABLEFEDERAL�STA7E� I
5 1lOMPH C I 17PSF 120 77-9' 1<'.9' �6'-9' ` 134' 15-1' 18'J' 1T.11' 18-1' 3lT-t' YY-B' AND/ORLOCAICODES. �
� uow�aH I 0 • IOPSF � 120 tf-tT fr-n' � u's � �r-s� i�a• �s�s• tas �r•�T ie'-n' 7v-t TABLE NOTES. 9. CONCRETEANCHORSNOTEDMEItEINSHALLBE q
1wMa�+ B � 75PBF • 72o tr•z 15'�' 18'a� 13'•9' ts-T ta-1P 1a•tn taa� zo-a 2a'a� 'EMBEODED TO UN-CRAI(CED CONC0.ElE ONLY.INSTALLALL �¢d�� ' ����� �
1. CALCULATIONS BASED ON 2010 FBC SECT[ON 2D02:4�SOLfD CONQiETE ANCHORS PER�MANIfFACNRE'S 6
� �w� � c i 1BPSF : 120 tra• far � u•-ir ir-e� ��••e' �sa tenr �ea• ea• xPa• SURFACEVERTICAI.LOADS,R15KCATEGORVI;SOPSF.MIN RELOMMeNOAnoNS. ����� �
� tsorevH D 73PSF : 120 ine' i3�• ; �s-r � �2=a ts-r i�•a i �s� ir-r ta,r ies LOAD.EXP'8'PRESSURES VALiD UP TO 30'MRM.EXP'C io. THE CoNTMCfOR IS RESPON5181E70 iN5UtA7EAlL �' s� �
768 MPH e i n vsF � �m �z�e- i�'a• is�a � �ra� fsa^ �s'-r ir-e• te-�r �g•�r ar•r PRESSUIiES DERIVED USING FACTOR OF O.B6 B IXP'D' MEMBERS'FROM DISSIMILAN MA7EIiU1L5 TO PREVEM J
� 58 M%i c i 2t asf i tm �t'•tt' ta'-�o' i ta'�' i tz-s t4'4• isa tas tr-to- ie••tm x a• PRFSSUfIE DERNED USING FAC'TOR OF 0,89 PER 2010 FBC ELECiROlY515 I.E.ALUMINUM PER F.B.Q]003�8.4. ��� 9� �
75BMVM o ! 76PSF i 7xo 11'•7 1S-tY ta'-0" t7'-e' 7av 1a'�s• u•s fes• tTa .tt'a TABLE 2002.4A.WIND PRESSURE VALUES FOR 156MPH E%P'C' 11. ENGINEEI25EAl.AFFIXED HERE TO VALiDATES � Y
�eoe.�n B 1BP8F �zo �r-�• ua• �s••r ir•ir ��•-e• fs-�m �nr fe•r ier 2n�v A'D'9165MPH EXP'C&'D'QBTAfNED US1NG STRUCiUML DESIGN AS SMOWN ONLY.USE OF TH3S o�
� SPECIFICATION BY COMRACTOR.eG eIJNDEMNIFIES� Qj
�ao c xxvsF i im ir•a +a•r ia•-�r �ra• ia-�r u-fr �s•�a v-r �e�� iv-�' INTERPOLATIbNPERASCE7-lOMETHODOLOG'!. SaVESHARMLE557HI5ENGINEEaFOrtnLLC057& ��¢ p�
�eo MrH D 28 PSF �2a �a•ir +r•� �ra� , ina ����a u••r +a'� is-�r ma �e•a• 2. DEFLEGTION LIMIT=LJ120,MAXIMUM ACLOWABLE ROOF DAMAGES IN�.UDING LEGAL FEES a APPELLHTE FEES 5
1esu�H B 7eP5F i 710 �7-i 7�'•1' u'•e' ' 77-n' 1�'•s tB•7' 7sa 7e�' ta-r 1rs SLOPE SHALlBE 3°MAX PEii FOQT(3t12). 0.ESULTING FROM MA7ERIALFABRIG1T10N,SYS7EM ���E� , � �9
g ERECTION,d CONSTRULTION PR0.CTILES BEYONDTHAT g Y . !
1B5 MPH C 23 PSF i �m fns � +r�a• is-r �nm �s-r ira� � �s�• �r-r �rs �ea 3. PANEL OEAD LOADS HAVE 6EHd FACf'ORED INTO wHICH�5 taLLFO FOrt BY LOad,STa7e�fl FeoErWl
1B6 MPH C 38 PSF � 11D f0-a 178' 1YJ' ' 71'-T 17-8' 13'e' 13-11• 15S 16-e' 1TS' CALGIILATIONS FOR GIiAVITY LOADS AS WEIL A5 CODES&FROM DEVIATIONS OFTFflS PL1�N. �R��L16l0.AO�E
17o t�naH B 20 v5F 110 11'-17 17-11' u's° 72A' u'•7 18u° � 18'd• 17-f2 1e'•11• ma CALCUUITIONS FOR'PANEL PROPERPES. 12: EBCEPT AS EkPRE55LY PROVIDED HEREIN,NO
t7oMVtf c savsF txo tt's I ta�•f• �a-r '�f=a' ta�• iaa• �•to•-tr ta-r tt'-E' tafi' 4. MAXIMUMALLOWABLE0.00FOVEItNANGSFORTFiEVALUES ADDITfONAL,CERTIFICATIONSORAFFIRMATIONSARE. 04-15�,�OOOS
INTENDED. �
LI D BOVE SHALL NOT,DfCEED 3'-0".MAXIMUM p�oeewrc x..s.
� i�ohwH D 7BPSF fm io-'r � �z•r �r•ir i fl'-t' �za �a•s , +r-r �5-t• isa �ta� STE A 13. �1LTEMTIONS,ADDRIONS,HIGHLIGHiING,OR
C JO PSF• BO tt'-r i tt'.t�• n•-e' ; tza' tzs tr�• �s�' u•-a ts-tr �a.tr ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL WIDTH. pTM�µMARKiNGS TO THIS DOd1MEN7ARE NOT ��: I
no PH C JOPSF• 1xo 1o•c t1'-tP 11'$' • 1a•11' f2-a• 1sT I �aa' 7s•A � 16�I1` 7e-7t• I.e.12'MAXFOR46`PANELVJIDIH). PE0.M[T7EDANO[NVAUOA7E7HISCERTIFICA710N.
C aovsF• �eo s�-r � �a•r �ra• es iv-�m ira^ �ar 13'd ��s �s-e' S. �t)INDIGITES ROWS FOR USE WITFiINTHE NVF2 ONLY. Ia. anNEL STRUCNRAL PROPERTtes oERIVEO FltaM �
� i c aov&F• w 1T-7' t�'•tt' tt'•8' +ra� tx-s• �a��• ia'.s• w•a� tb'4i• ie•�t• DEFLECTIONLIMITSCON5IDEREDFORUSEINI}IEHVHZARE: CERTIFIEDTESTREDOR75(REPORTNOS,50332•A, i
775 MPH C 30 PSF• 120 7VS I 11'-01' 11'-B" 10-01' iL1' 7 J' 15�' 16••B^ 75'-07' 10'-07' S.1. L�80 F�DIZ SPANS 512�•0° 50410•A�50410-0�50410-C�50410•D�SOd10-F,Stl410•F, �
C JOPBF' 180 s-r ia-r �rs i ss +v-�o- i+'a• +si- ir-a : �r�e �a-e� 5.2. U18U FOR SPANS>12'-0' SO410-G�50430-H.50430-I�BYTERRAPIN TESTIN6.ING.). �
� 0 31 FSF w �nr �r•�p n'a' I �z-r tz�• isa• frx tae� tr-�P iaa 6. (�)INDICATES MMiMUM'REQUIRED ROOF LIVE LOAD FOR USE '
175 M7H D 31 PSF 1t0 1V-S 11'-1P 1Ta' 7P-7S 17�' ..7SJ' 1T-1' tYA' � 16-1P I 78.8' WCfHIN iHE HVHZ�
� 0 31P&F 1B0 9-1' 1VA` 11'•2" b'-0' 10-9' 11'•T 1S-T 1&T � 1f�' 16-� �
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, Fasten box pan receiver channel to host w/#10 x
2" sms 12"on center,for both pans&panels
Elite Panel to bearn connecti 11 Fasten panel to receiver channel w/9/16"tex
screws 1'r�"frorn sides&then 6"oc on bottom
Use%"sms with 1�" min washers, mim 1"
penetration,screws shall be placed 1�4"fro
sides &then 6"oc.Screws on rakes 16"oc.
Post to beam connection
Host
%"x3�hex head bolt w/washers and nuts bolt
per each 2"of .� earro
.�
Sn/l bearn o � x
M�St' .093 posts
r
Intermediate bearrt or alumin rv� Isolated Footer�r�x�r�x2o"deep w/2
rnerr�ber conne�tior� 5/8 rebar each way
Fasten 2"x 1'r4" receiver channel to aluminu Post to isolated footer connection
member w/#8 x9/16 tek (1)screw per each "of
bearv�,attach� sm beam to receierer ch�nnel Fasten internal post feet to concrete with(4)%"x
#8x9/16"tek screws with (1)screw per eac 2" 3'r�"tap cons. Fasten internal post feet to post onr/
of beam. (2)%"x31/2"'thru bolts.
Sheet of
SELF MATING(SMB) For:B&H Construdion of Central FL
2 x 4$MB: 2"x 4"x 0.044"0.100" These Standards and plans meet the 2010
Building Code Section 1609 Max Wind
2 x 6 SMB: 2"x 6"x 0.050"x 0.120' Speed 140 mph
2 x 7 SMB: 2'x 7"x 0.057"X 0.120" Leonard G"GeofP'Wood Engineer P.E. -
2 x 8 SMB: 2"x�"x 0.072"x0.224" �4�3�
2 X 9 SMB: 2"X9"X 0.072"X 0.224' 3704 Bruton Road Plant City,FI.33565
2 X 10 SMB: 2"x 10"X 0.092"X 0.374' /'v0�' Tel.(863)-943-5031 or cell(863)-430-2717
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A.� , F.l`orida Building Code 4nline Page 1 of 2
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Code Version 2010 FL# 2291
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Appticatian Status Ai1 Comptiance Method ALI.
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Approved for use in NVNZ AtL Approved for use outside HVHZ AL�
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FL# Tvne Manu ac ur Vatidated By Status
FL2291- Revision Metals USA B ilding Products Jorge A. Pomeren�, Approved
R7 Categqry:R oflng P.E.
Htstoev �ubc�tega :Products Introduced as a Result af New (954}394-852i
Technology
�Approved by o9PR.Appmvals by D6PR shail b reviewed and ratified by the POC and/or the Commisston if necessary:
: 1940 North Mon�Street.7allahassee FL 32399 pbone:850-487-1824
The State o(Ftorida ts an AAJEEO empto r Ca6V�7Q,r,�2007-2013 State of£jarfda.::P�vacv 5ia ment::Acc2ssf6ilitv SSatement�:Retund tement
Under Florida law,email addresses are pub ic rewrds.If you do npt want your e-mall ztldress released in response to•a public-records requesk,do not send
eleckonic mail ta this enUty.Instead,conta tfie otRce by Rhone or bY�ditional mail.Tf you have any ques8ons,ptease cuntac[850.487.2395.'Pursuant to
Sectian 455.275(i},Flarida Statutes,et�edive Octeber i,2012,itcensees tECensed ursder Chapter 455,F.S.must provede the 6epartmeRt with an emait address if
they have one.The emai�s provided may be sed for officlal communicatlon with the Iicensee.Nowever emai�addresses are pubtic record.If you do not wlsfi tn
supply a personal address,please provtde Che D partment with an emall address whfch wn be made available m khe public.To determine if you ane a Itcensee under
Chapter 455,F.S.,please clftk bere
Product Approea!AocePts:
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http://www.flaridabuilding.org/pr/pr app lst.aspx 7/17/2014
; Florida Building Code Online Page 1 of 2
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t�'��`,�". FL# FL2291-R7
i��,rs�it.3-�s�_.
� Application Type Revision
Code Version 2010
Application Status Approved
Comments
, Archived �
Product Manufacturer Metals USA Building Products
Address/Phone/Email 7815 Amerlcan Way
Groveland,FL 34736
(352)787-7766
bkaufmann @metalsusa.com
Authorized Signature Frenk Bennardo
frank@engexp.com
Technical Representative Bill Kaufmann
Address/Phone/Email 7815 american Way
Groveland,FL 34736
(800)342-9077
bka ufma n n@ m eta I susa.co m
Quality Assurence Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name wh developed Frank L.Bennardo
the Evaluatfon Report
Florida License PE-0046549
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration ate il/29/2015
Validated By Jorge A.Pomerantz,P.E.
❑� Validation Checklist-Hardcopy Received
Certlficate of Independence FL2291 R7 COI Cert Indeo odf
Referenced Standard and Year(of Stan ard) Standard Year
ASTM D1929 1996
ASTM E72 1998
ASTM E84 2003
Equivalence of Product Standards
Certifled By Florida Licensed Professional Engineer or Architect
FL2291 R7 Eauiv Eauiv E72 odf
FL2291 R7 Equiv Eauiv E84 odf
Sections from the Code
http://www.floridabuilding.org/pr/pr app_ tl.aspx?param=wGEVXQwtDqvBLGds%2bEz... 7/17/2014
�
Florida Buiiding Cade 4nline Page 2 0�2 •
�
_ , . ,,
Product Approval Method Method 1 Option D
Date Submitted 12/21/2012
Date Validated 12/21/2012
Date Pending FBC Approvai 12J27J2012
Date Approved 02/04/2013
Summar �f Products
FL# Modei,Nurnbes or Alam� ��scription
2291.1 Pro-Fab Roof Panels Aluminum and Steel Skin EPS Core Sandwich Paneis
tlmits of Use Installation Instrnctions
Ap�roved far�ase in HVN2:Yes FL2292 R7 ti dwa.pdf
Approved for use outside HNH2:Yes Verifled By: Frank L.Bennardo,P.E.PE0046549
Impact Resistant:No Created by Independent Third Party:Yes
Des�ge Pressure:NJA Evaivatian Reports
Qther:-For outside patio construction on(y.-Refer to FL229I R7 AE Eva�.odf
engineering drawing#04-151-0001 for IimitaHons and Created by Independent Third Party:Yes
conditlons of use.
aanc weuc '�
ContarS Us::Sg4_Q NoKh Monroe Street jaliaha«ee FC 32344 Phone:85Q-487-1824
The State of Florida Is an AA/EEO employer.Coovriaht 2007-201j State of.Florlda.::P,rtvacv SYatement::Atcessfbilitv SWtement::kefund Statement
Under Flodda law,emall addretseS are publlc recnrds.If you do not want your e-mail address reteased in response to a pubito-records request,do nat send
e(eUrontc matl to thls entlty.Instead,corrtaact the off�ce by phane or bY Yraditional ma16 If you have any qurstions,piease contact 856.487.5395.°PnrSUant to
Secdon 455.275(i),Florida Statub�s,effective October i,2012,Hcensees llcen5ed under Chapter 455,F.S.must provtde the Departrnent with an emali address if
they have one.The emeils provided may be used far affiGal communiradon with the licensee.However email add�ses are public recnM.If you do not wish to
supply a personal address,please provlde the 00partrnent with an email address whlch wn be made avallable to the public.7o determine if you are a licensee under
I Chapter 455,F.S.,ptease dtck here
Pmdud Approvai Acaepts:
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EPS F�A�i CORE Rt�OF PAiVEL� - MET`AL SKIN DESIGlV fV07ES ; ��:iz�� ���1
SEAI)07tfT WITH AILOWABI,E DESIGN PRESSURES UTILIZED 1N �
fANTINU0U5 THI&D�CUMENT NAVE BEEN CA1CUfA7E0 PHt =
CAULKING OR TO WAOD G=0.55 ON.BE7TEit:�`(D LAG SCREWS WII fi THE�UIREMENTS OF TttE 2076 FLORiDA
SEAttNGTAPE �p��NA�FAN gEAM BU[LDING CODE&ASCE 7•10 USING ALLAWABLE
�' 1 "Pl'MIN.WASHERS�1 MIN.THIiEAD PENE'IT3AT10N 70 S7(1E55 DESIGM METHODOlAGY Wf7M TME � •
� � . �� E%ATIHG WOOD MEM6ER��MIN.EDGE D2ST SpACEp 2° cRITER[k AS OtJlL�NED HFREtN, . ��)� n ;` i
FROM EACJ1 END AND 5"d.C,MA1(. • �r y� ' �•�a
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S� �,•...................: ................._:...:t:;�:.`?....`.� �'i"0 SAE GRADE 5 SMS Wifli 1�'0 M[N.WASHEHS,SCitEWS GENERAL NOTES �� ' q
u� SHAi.i.8E 1°L4NGER THAN PANEL 7712CKNESS Wt2H P{'MIN. i. THi5 SPFpFiCATiON H0.S BEEti DESiGNED AND � y � 'p��S
2 P/�ItitEL It�TERLOCK EDGE DISTANCE,SPACFD 1°FROM ENpS WIiM THE SMML 9E FABR(CATED IN Ap]ORDANCE WITH THE �
� � - FOLLQWING BALANCE: 0.EQUiREMENTS OF TME 2D30 f10R10A BUILD7NG COOE ?'�'�� y
.g 1 N.7.S. VEAT 5ECT74N p�OYIDE 1S�"MIN. q TO 0.045"MIN.TFiICK ACUMINUM:2.'O.C.MAX FOti USE tMiiii2N 8 OLiTStDE OF THE itVf2.fDhiPOSITE �� Qt� t9�$•
g SPACING BE7WEEN • TO 0.062°MIN.THICK ALUMINUM:2-3/4'O.C.MAX 7�9�OP�A�D7Ea 8 SECTi�ON 803�a�nSS A IN�TEeIQR FW�Stt, ���W a�
� TO W OQD:(2)}'{0[AG SCREWS WTTH ��ORS SN EACl1 f TP 4.094"M3N.THICK AWMINUM:S O.G MAX IW D CHNTER 26 SECfION 28d3 OF THE 2020 iBC. � N �
P�a n.P TO 0.125`MM.THICK ALUMINUM:6-3/4•O.C.MAX CON7RACTOR SMAIL 1NVESTIWTE ANO CONFOHM'70 ALL W
s 1 MIN.TMREND PENE'�WT[ON TO s N� '
� E I�WOOD HOST(G=0.55 OR hs RI SAE GRADE 5 SMS WfTfi ISS"p MIN.WASHERS,SCRENlS LOCA6 0U1lPING CooE AMENOMEMS WMSCtf MAYAPMY. � � � ;
E�S n N G S H A 4(.S E 1'I O N G E R T N A N P A N E L T H I C K N E 5 5 W I T H i�j°M I N. DESIGCt C ft t 7 E f t t A B E Y p N D A S S T A h O H E R E I N M A Y y��
eEfTERt,�y.`MIN.EDGE DISTMCE, 0.024"OK 0,430° EDGE UISTANCB SPAC�D 1°FROM ENDS WITM lfiE r�QUIRe Apomora�Srte-SP�FiC s�o W�
HpST STRUCIURE r o
SpACE[i AT 6"O.C,MAX, ALUM OR 26ga fOLLOWING BAiJWCE: ENGINEEq[NG. iy ttt••
Z�l� 8Y OTHERS�TYP. STEEi,TOF&BOTfOM 1• MIS SYSTEM IS NO'T APPHOYED ipR tARGE OR .�O�
TO CONCRETE:(2)�'8 ITW CARBON ��' 4�MAX WID7H pER o 74 8.045'MIN.THICK ALUMINUM:2-1J2°O.C.MAX SMAI.L IMPAL7 qE5I5TANCE.WMEN USED WIiHIN THE ¢
� � n PANEL INTERLOCKING PANEL FACINGS . TO 0.062'MIN.TNICK ALUMINUM:3-1/2`O.C.MAX HVN2,iHtS SYSTEM SHAil BE tIMITEO 7q NON-HABTtABiE
TO IX�TIST N�3142PSI t��ON�-CNFtAQ�D� ,� D�� til4'PER FOOT MLN SIOPEj . t0 0.�25°MIN.THICK ALUM NUM:B-1 2'O.C.MAX uviH�A�Ens.
y o 3. NO 37-1/3^h INC0.EASE IN ALIAWABLE STRE55 F#p5
� CQNCRETE HOST 2j5°MTN.EDGE / °0 9EEN USED jN lHE aESI6N QFTHIS SYSTEM.
DISTANCE,SPAC�D l�T SZ°O�C.MAX. / °° EPS CORE(1.0 PCF} p(+jj�j�Jp� 4. THE ARCNTfERjEtiGiNEER OF RKOR�iORTHE
.§ e� ° PRO7ECT SUPFRSTRUCTURE WITH WMICH THIS pFSIGN IS
� HOLLOW BLOCK: 2 ��al 1N!CARBON �� �C-CHANNEL,MIN O.p45° °o o G�TT�a USEO SMALL BE pESPONSiB(E F4R 7NF IN7EGRiTY OFALL
ry �� OR QRI? SUVPORT[NG SURFA�S 70 t
� STEfI'S'APCONS WTiN 1�'MIN.EMBED. ` � TNI�(6063^T6 At.2JM} I G CONiRACiOR.
SPA L INSIDE TO INSIDE OVERHANG 5. SEVAW�TE'5iTE•SVEGPIC SEAIED EN6INEERIHG �,'
�� EDGE DISTANCE;SPAtED AT °O.C. � � ggx9lys SAE GRADE 5 SMS AT fi" SHnCL 6E REQu2nEO nV onoEa�ro DEVIA7E txOM LOADS, � �
a tM%• 36"MAX 0/Fi AT FRONT& DEFLECTIONS OR SPANS CON7AINED HEREIN.l]NEAR q
O,C.MIN,iOP A B0T7DM,TYP. SNiERVOI.q'nbN OF ittE ALiOWnEi.p SPAtiTnat.ES t7STED . �� � R
g 25%OF LAST PMIE1 NEAESN SHALL N6i BE VfRM2TtED.CONTACf THIS �
g S ROOF PANE SPAN DET,4IL ��TM AT SIDES(UP TO ENGINEER FOR ALTERNATE Sp/W CALQ1lAT10NS AS Ml1Y
� 12"MAX 0/N AY SIOESj ae REQulkm. ' � � ,
1 N.T.S. VERT SECTIOPI 6. TNE CQ7iTRACTOR SNALL CAREfULLY CONStDEit �,� �
MAXIMUM ALLOWABLE CLEAR SPAN TABLE P�SSIBIE IMPO5ING LOADS ON ROOF INCIUDING BUT � o
NOT��MREp TO ANY CANCENiR14TEII lQpDS WNCUi MAY
� ROQFS dVER SCREEN RI.�S AND PATI{}COVERS: IUSTIFY6RfATERDESIGNWTEqIA.TNiSADDiT16tUL
ROOF LOAD CRITERIA SHALL 9E PROPERI.Y ANALYZED BY A � � �i
� T P e n e6 4"P a n e b B' o n p p LIC£NSC-0 ENGt N EE A O R R C T i 3 S T E R E D A R C t 4 1 T E C T. �� q $ �
E�cpo. tketneCt���'�°� 0.02b' �.2W' : 18fui (o.A2t' �.U2{� 6.WD' 2i'ya6ted o.62P O.GDU' 280a J. 4PSCORECOMPp5iTEAANEt55HRLL8E -- �i:
� WmdSpaoE � � (7 � CONSTRUCTED USING 7Y7E 31p5-M2S4 ALUMINUM � � ¢ i
ewe Nm'UpBI' N � p1,�m Sqn Alum SMm f Siael Skh ��� AWm Sldi Alum StN 94Ji AWm 9kln Alum 6Hn 6ia1 SkN FApMGS,1.Q PCF€VS,iHE EPS FOAM SMALL eE ADHERFQ
UI.B EP3 118EP3(1�i8 EPS It.5L8 E?S i•L9 EP8 1dS EPS 1dB EP3 Me EP& 1�LB WS 11g EPS TO TME ACUMIP7UM FACtNGS WIiH MOR-At}M-652 i
� 1 1 o A w H B � 6 P 5 F 1 Z 0 i s-t P 7 B'�B' , t p�' 1 B'-e^ �a-�r x o-s 23'.v Y3'.0' 27�' I 25�0'. MOISRIREGUREURETHANEADMESTVE(BYROMM&HAFlS BII��� �� � �
Co.).FABRICAlTON SHilL1 BE!ti ACCORDANCE WtTH
� t10 MPM G , 10 PSF 730 ts-7 tt-T ta'$' t5'-7P !T-it" /8-F' 21�.7' TY-8' 23�' 23.P APPROVED FABiUCATtON MEitiODS BYMEI'ALS USA BLDG
� ifdiRH O + fSPS£ 120 1Y-P 1B'�4' : 1Td• 74-8' 1SF t •if' 2V�8' 2P.1" 27-7 2?�I7' PRODUCT5ATT1{gIRGROVELANDFACILLTYFORALL
1Ta FPH I 9 11 PSF 1RU 1�'•fl• 1T•T : iB'8' � 1S•P 17•P /P•1' 2t�to' 47-5' 23p 73'�0' PANELS IXCEPT'SHE 3"/UA24°ALUM SKIN 1 1.5-0Q FOAM
22ai�N C F 12PSF ! t20 ti'3' 166` iT-T t4'.16' is•itY t87 20�9' 2P.P 2Z-S' 4S.P PANEtS WHICHS{iAtLBEMANUPACTUREpeYMETAl5115A
,{' 1YO/,iPH D I 16PSF I 1YD iJV' 15'.5' : 16'S' 13'.11' 16'�B" 17-0' 18'-T 1842" 21'-D' 77-0' AT7HEfRG1'lOVE4IWDFACILI7Y.
A 190 MGH 9 . 7�PSF /20 16'-Y i@'dr' 1Tb' ib'-70` t6•C ib=1' 2d�e° 2P3" 22i' 23-0' UtJIES NQTED OT}1ERWISE.FASTENEPS SHALL BEGRADE 5 i
e°
� 13�0.WH C : t4 PSF t i9tl t3'-e' ib'�e' . 18'a' , 14'-1' 1E•tY iTa' 16"�e' Yo'-7 2Ya` 7!'A' CNDMIUM-PiATED OR OTNERW[SE CORRQSION-RESLSTqNT ���� !
T9oM7H D � 17PSF i tY0 iY-T 7f•T ' 1b'�' 13'-2' 1iN1• ie-7• 1riT 18'-10" 19-1P 27-G M0.TERIAlAN�SkALLCQMPLYWITH'SPECIfICATIONSFOR �
AIUMINUM STRUCTURES'SEGTtON 5.218Y THE ALUMiNUM
14QMPN ' 8 ' U PSF i20 13'S tb'�6' ' f8�"" ' 14=t' i&0' iTS 14'-T la'S 2Rt' 27'-P qSSpCIAT[ON.INC..9 ANY APPLICABLE FEpEpAl.'STA7E. � �
a�
�r i40MPH ' 6 i 1TPSF 120 17-e' 1f�e' 16'� i 17-0' 15'.1" iB3' � 17'.11• 19-1' 2D'-t• 77-0' �( R' c AND/ORLOCALCODES. � ,
= 1 W MPN D � 7DPSF , tY0 51'-1Y 13'-1P ; 1�'S 77-&` ic�4• tsi• 78S tT-SY iB-iP �'.!G ��++�� ,sO��+7. 4. C6NCRETE M1NCHbRS NqTED MEREIN SHALi,8E ��d�� �� ��
558MPH B 1$PSP t20 t3'•T 15'•s' i 18'3' 19'-9' 15•T iB-1R' 1C•iP iV�p• 4tlF fT�O' 1. CALCU4ATIONS BASED QN 2010 FBC SECTlON 2002.4�SOLiD EMBED�ED TO UN-CRAKCED CANCR6TE 6NLY.IN5TALI,ALL Jg�s
iEANPH ' C ' 19PSF 1 170 iT3' f1'�4' I U'-11" ' 17-8' 11'-6" 16�0' iC.it' 16-4" 1Yi" Y7�8• CONCRETEM1QiORSPERP7ANUFACTURE'S !E
1bDMP}i : 0 29 PSF ' 1T9 iTS t3'-4' { S8-F 12'-P 13'-T ti-fi � IB-4' �iT-f" t8-7' 1BA' S(1RFACE YERTICAL LOA65i i215K CATEG(?AY 2�30 PSF MIN RECOMMENDATSONS. ����� i�
� 168NNi � B i tiPSF ' 120 y7�B' 11MA' 13•.9' 19'a• tsfi' ib'-2' 1T•9' ievr 1S'-17 �y.T LOAD.FJ(P'B'PRESSURESVALIDUPT030'MRH.DCP'C 10. TMECONiRACTD0.15RE$PONS1BlET0INSU�ATEALL ' Si g
PRESSURES DERiVEO USING FACTOR OF Q.86 Q DCp'D' MEMBERS'FROM OiSSlMitnli MATEAtAtS iQ PttEVENT � � �
� 188MPH C ! 21 PSF 72Q ti'-51' t]'Ap � 14�" � tY-S if-t' YS3' 1B3• 17-iff !@'-SP za- ARESSURE 6ERNED US2NG FACfOR OF 0,89 i'f�R 2010 F8C EtEC7it6tY5I5 I,6.ALUMINUM PER F.B.C.2043.8�4. y $ �
168MPFt p Y6PSF i24 iT-T tI'•tY i�'O° , N'a' 17'J° 184' 1�'•C 18'6" t'78' .1B'S TABLE 2002.4A.WIND PRESSURE VALUES WR 1S6MPH E7(P''C" 11. ENGINEEEtSEAL AFFI7fED HERL TO VAUDATES FC� �� J I
1BOMPH B 1BPBF 1x0 i7-1' 14'+P 1 19-Y tY•1P f1'�B" 16'dP 1T-2' tB'-T 19S 2ri1P ST0.UGtUIIALDESSGNlSSHOWNONLY.USEOFTNIS }t E g
6i'D'9:165MPH'EXP'C'&'D'OBTfUNED USING SpECipICATtON BY COMRACTOn.e4 aL INDENN[t7f5& �� sY �
�aua�e c uasF iza �r-s� ir•r ts-1z° iza� ta-ts� �a^ar � is•fv tr-r ig�s sa.P INTERPOLATION PER ASCE 7^lO METHOqOLOGY. S�vES HAttMtESS TMIS EnG�NEe0.FOn au.cosi�g � �� �� �p�
180MPH D 29PSF 1t0 iP-IY I 1Y«B' 12'a" � tl'-�' 1T.P 7�'•/• 14'S 18.12" iT�7' 16'-7' 2. DE�ECTIONUMIY�U120.h�l�XIMI�M/SUOW/18LER(lOF PAMAGESIN[LUQINGLEGALFBES&APPEL1ASEfEES �u� '$�
� �as MaH a �s asF i �m irr w.�• ic-s^ yz�r t4�s• ts�.r � �s�� �sa sa-r �ra SCOAE SHAtt BE3"MAX PER FOOT(3:22). RESUIiiNG FA6M MA7ERSAtPAaaiCATION,svsTk74 �
u� 185 iAFH G 23 VSP � tN! 1P�6' t tY-{' t9'-T 2'-0' ta'• 1{'-0' ! 14�6` 1T-1" 78'•7 14�8• 3. PANEL{SEAD LOADS HqVE BEEN FAC„�iDRED INTO EREC7ION�T CONSTRUG'fION PRACTICESBEYONp TNA7 � �� , _� 3
WNICH!S CAILEG FOR BY LOCAL,SiqTE 8 FEDERAL
tl#5 MPH C ZB PSF 120 ia-P � 174' iz-r' I 11'a' 17A' �19'b� ; 7S'-11• 16S 16•e' tT-9' CqLCULAl70N5 K7Ft GRAYI7Y LQADS AS WELi..AS [ppES g F(tp}7 DEVtATTONS OP TtitS Ptftti. ���CI@R�OtE
t70hgMt g 1RpSF s t2p trit7 1Rti' S{' . �7-8` t�'•2' 19d• 75-6' iT•tT 18-1P xo'•? CALCUtRTtONS fOR PANELPROPER'17E5. 12, E%CEpTAS EXPRESSLY PROVIDED HEREIN,NO
1i0MpM G 11PSF 1 1x0 11'a" I 1Y-1° 7a'•T ! 17�P 1a-.1• y1'd' 76L11' 19•T' 1T•a 19-t? 4. MAXIMUMALLOWABLEROOFCIVERHANCSFORTHEVALUES ADDI7fONAl.CERTlF1CATJONSOARfFtAMAT1QNSARE �4'��..Sl^OdQZ
� �ro Man a 2sPSF �w ta-r �r.z 4rar �nr tr-a� iss� �r.r �e-r �es tra� t25TED ABOYE SMALL NO7IXCEED 3'-0`.AtA7f2MtIM i�tsoea p ecn�e N.7.s.
C aa RsF• e6 t7'-S tt••11' tr o^ � 12s 7rs� tri' 17.x ta'a 1s-n• 7a.71' ALLOWABLE SIDE OYERHANG IS 25%OF UISI'PANEL WICYf}1. 13. ALTEfIATtONS,ADDITIONS,HIGMLIGFITING,OR �,�: i
170 MPH C' 70 P9F• 12U 10-� I 11'�iP 11'-B" 10'•11• 12'.1' 13'�° 19'.a• t�'-4" 16'�tt• t8-ti• (I.a.12'MAX F00.48'PANEL WID1T1). a�ML`A MMKINGS TO TMIS DQQIMENTAA@ NOT
C 70PSP• tSC 4-t' i0'.T tiV' YS iP-iP SP�B° t 1T�t• tS-8' iR5' 16.8' S. {t INDICJtTES ROWS RSR USE WITHIN 1NE NVHZ ONLY. PERMITSED ANO tNYAti0A7E'7HI5 CERTIFICATiON.
� � 19. PANEL STRUCTURAL PROPEIITtES DE0.NED FROM
I G� x PSF• e0 1f'-z� 71'�11• tr-e^ 12'a• 1Y-5• i3V' 1s�4' 14'•C ' 16-11• 1s-tt' bEFLECTION LIMITS CONSIDERED FOR USE 1N THE NVHZ ARE: CERTIFtEO Te51'f4EP00.TS(REPMtS NOs.50732-A.
;� ttsn+vn C aaP9F• 720 �ps ir•�r 5r-r ta-�r iz-�� ts•i• ��.a• 7�� t5:t�° 16-tP 5.1. LJ80FORSPANS512'-4" �d4113-A,SQ41U-Br3�10-G`�476•p.5041�-F.5oaio��, �
C w P&F• tea s-r tn.r tra� a.a �v-tp� fl��e� tr-r• ia.c ' rts• , te•.s 5.2. 4180 F4R SP9,NS>12'-0° SOa10�c,50410-H,So430-t,BY 7ERRAntN 1ESTING,tNC-). n �
� tl, 91 PSF ao rr-r t1'-1v tne� 1Y-T t2r^ 13'a• 15'-2' ta�a^ 15-fv �e�•w 6. (*)INDICATES MINIMUM AEQUIRED ROOP L1YE LOAD WR USP ��
17bMGH D 31PSF im tC6S t4=SP 413' � TO.tP 77«P 13'3' 13'-2' MC-0' � t@-17 { tB-9" wl�f{��}1E�/�. L�
I� D 35 PSF IBtl q-1' 1P'�6' /1'-Y 8'�8' 10•9" it'-T 13'-T 1J'-T 1iV' 18'�!' '
L �
� MAXFMUM ALLOWqgL�CL
ROO VOSF ER E -,--,L_EAR SPAN TABLE
-��7VCi�SED SUlURO-3M"„--
ADDITIONS:
wws�c��*oo- urec�,e�oan, n�an MAXIMUM
wre srwu `m" �.�z,• RQOFS p ALl.OWABLE CLEAR SP
�' (L�..7 Alu/n� 2BpaStee7 4"--1anNn
a�mskm s� oo:�•r� ooza• � o.ow, ,s• �,�9 VER EIUCLUSEEi
� YOtl�PH t1 g 13PSF t 120 r'LBEPS 7-48EP8 i.LgFPS uUtnSkfi AtumSqn�Ahyn6kln 2asy�i� 0.Ct�` O.WP 4e ' � ROOM TABLE
� MPN � e �9rsF � ��`"° �a:r �.w.eErs f-taers a"ms�(uamskm a, � ADDI7IONS: •�••...•••.�..•..,, _
�oo MrH i +ea �r.. +r•a• �a,. r i.te Eas �-ce srom st,� vn�t sve.a � uve� aene +'.neu�
m ��Mp 8 tJPSF � 240 = 19:�• � ta,�� T 18'�9' 17��p. EPS HgEPS }�I.BEP3 Bu1e dlDtUpR4 LinB� 0.024' OA� '•Yl! �R •
3 SROMPN C 76PSF 120 T3,�, 1Y•10" � 13'-B` ii'-'T i�'.5• � /6t7, �0� 40'-it' 21tiY 7Y8{-0P3 I + (U..S AFutnS7Ut� tVuni$)g���s�IOel O.PiP(7 OAYf° O.Q� 6•,_Penels • ��/�S'�t7 :
� 78PSF /6'.2" f8'-Y 1@'�T ' iLGMF NuTSA �o -�_-�---� '`
t00NPH C 18PSF 1B0 11'S` /J'�, � 76'.Z• I 1]b• !S-0• � �q� /B''� 18'-T t6•T 42�a• iSOpAPH , 8 28P� }� f18EPS !{gEpSlt.tg�P3 rn +WtnSkfi NumS� 3�� 0.024' O.O�p� t •y,(u•, p �•••
X f00 310 � U•.�• ' 18cD` . iT5 � B 7C•B" 1.�i8 EP9 Aium SMi+I ' �88 il�
y�� t0061pf1 � 19PSF 120 77.9' Ti'.t' 12-10' iC70` �2�' 14t7` 164E• iT-t^ ��7• t5-0• ib4MPH 8 RDPSF 780 P.1' p-0' �r8� j 71'.�• itY-� t�;PS f.L9EP5 1{BEPS uumE S Sb�S �'�Y
t00MYH 1 � 79PSF 7gp �d,d� t��q1• 7Y.ta" ' 1Y-9• fe•.p.. 78'� 20,.12. H ' O I �3PSF 110 g.s. 7.4' 11�• &,'B� 11'a• f9"• 13'-a' 16cp. �d8 �,t"P X�' �
0 ` /9PSF 12'"� 11-3' ts'8� ' rb-a� 15.�p',
tb'-T
� ifOkPH g 2�a 8'.g• 7Ta• i1=Y 17-0" tgtp . • _
le:�• tB-/' t�dPN
76PSF I U'.e° 1Bt3• t`�aPH
D '
176MPH tY0 /1-0' tOty � • NS �ib&WPM � 42PSF i
� iePSF t�•�• , 15'.2• tTE' I tT-b'^ 78'.p �
� fl�-
ltOAAPN I 8 id:r 1]'.8` 11'•z• 18'd1' 18'.B' g �fASF -
�eo q._z. t°''�
� 8:10+ B'12` • ��`T fS'-Yt. � ' .
t�0 �,�„ ��@"+ 7-i
�ea fso e.r ' �'Y,
tePSF 17%b' � ty,,�. �s'-0' 16t8• YI'•T ' 1bW ib64PN B 3tP F f0'"�• 15',e'
e'-B° /q'-e• 70'.9•
8��� 8:6^
u_�• �rta s T°' e:�m
ua• &
rr�• �r�s ir_1s ( '
174` ( ».�n ' 1Jb• 4b'.g•
70'S t1'.1` !2'-8' t iJ'�6' � 70'4' � �,�
11PAlPk � C iBPSF �90 70'-�" 12''0• S?_ 11=i1' 13'd• 74'- iE'��• iFT i 20�_. T594PH 18P y-0. iT'7� 70'- 8'�• ' i�, 13'J' ! 1Y-Yt' 1�4• 't, ��•���� `
� itOMPM � /9PSF iZ0 r2•a• 1P-J• 1C' id-iM �ra• i 1T-0' 7BtB' T.7" ti'.tr 23-0' 68MPH � 31PSF � 8� iP3' 11'-2' g•,ga' t�' � Y�-2` tyr2, 1R�� ' ty=8• 13'-p• W j�� t� �45
g C � 166 14'-i7' Y p�J
yi' itOMPH . C 78PSF � 2S0 p�' 12'd' 19'-0• 11'-2" 14-0' � 15.8' td-'r i5'd` ' �a�. 8•12' 1684PH C 7GPSf �O B� td�6' 10=Y g.,l. ��' it'-T iJtZ. t5'.r ! TEV` ! )B'g, �� �=�yy4
� 7fOMP , � 29 SF � 180 �a,-0„ 13y' 1Y-o• 1701�` f?�a � iJ'-e' i6='a•• iCd' 1P';y 11se" tbE4PH p JRP8F 210 7�' e't0• 10b� 8pto' YRt• ttp� U_ii' fY-a' + fY-11' I 75:1• tJµ, <iit�t7 j�° •
1 f0 A1PN
/9:8' ' 72'.S' 18S
ry f20MPH � B 18PSF � t20 O • ���� ii'.t` 10'�' 7P/1' � 72'10' 15.1' 7T-1' Y81� 1T-�� 7bdYPH � �EPSF 780 Til` F-8' g,7• ge.,,a. 7-2" D'-7P` 11V�• �r-B� , �3$� 16:y W� *"i+J�C��
29 PSF ��0
.. 1
, 120NPN 8 18pSF ! f2'i' f4µ' 0,8` f0'_ip' r 11-0' ib'.p' �8$� idOM 48PSF Y�0 P-7� e:r im-�' Ta-�a t�"�� t7.Y r�f
�� s. . ",�, rs-�r �s�� /Ji' tY3'• 783' H B JJPSf ! 1 19'�• 8uC e. TT 8:5" 70_-70• 17-0• % f3'-BY � �
� 7mMPN 8 18PSF f�4 f2'�g' 71:7� 1J'.e' 7BOWP � 'it• � 10:2� i1�t9' N � „1
iTOMPH C 22PSF 2G 11;7• 1T6• f7'y. f0'�• if'-7" t,•'9" 76:9' 78'-T tY3` 27=E' ieGNPH ' B � 33pSF � 210 8.�.' 1Mi• 1Q=1T toLB' 11 1• 73'p. to_�' 7G.�p. r it'S• 1]•-e• ryn� �x+Y
� 126MPH � C 22P8F 780 2�� t0'.�' iJ•6' i 10••7' 71 Z. /4',e" ib�' 1T1' /s.72' 7715" i�MPN C '1UASF i80 ' tO:T �19� Y-3" Br t�i` iR_to� f8;1• 74'.p^ 13'.3' K
720NPH � p � 2/0 f2�e' ' i{t8• 15fi C 8'-T 8c5• 1Y•16' 18'�3�
� 7 OMPH r p �P� 780 'B2"�• 10�r �7�6• � T��P tY.�p. i tt�e'r »'S' 1Y-9` �6,rY T8'•7, ibQNPH � R �40PSF 120 a� a-0 g•,4. �'r P'•it0• i 10'd" tI:H� 12'-1t' ! 1i.12' i 449'
� i7a pi'M , B 32PSF 12a 8}� &:tZ' ' �a.s• � �'�tr v�a� fYi� "'-t• t'^�8' iB:� 16'tY teONPH i � �BPSF 1D0 p. WS` $'q. B' t'.7P 8'-e` 71:. 17.8• i 7T-Y- .' tt••- yy
N � 8 1!e" 17t B/4` 10'-i 1J'19• 11t77' 17'.», ii j � �lPSF T<a �,�� 9:1" 94' 1 g.�' B�'10' f0'.r 1G,7' 11t1' it:i 73'-it' �� 1
!70 22PSf 100 13:r ! �t� t0:y^ 12, 14.y tt' /89NP 8 � f•
MPN 22 PSF 10_y 70' 17$' TO' /2:7� iN 1T-b` 95 PSF � � aa^ . s•a• 1 f=q•
a 130MPM C 2b 8��. ��' I 17-T 10'-8' ti. r ���_yt. 15'.p• IT-0' /D''7� iSttO' 7lSNPH , B 3bPSF 180 ��•/1' TI''�. 10`.'{. � 7'.g. B'd 8''r 10'"7. ti'.0, 2 t• ' 73�5� g .
f3DMPH 28PSF f26 t0: t0'-B" . 7T.5` 8'.e` 1Y-t' � 13'-Y• �r 18'-5' ��,�. H ! g �dP5F 8� iC.7• to_�• 1i'.r 1o'-b' /7-0' �{3�_5, � y �ti°1
� 130MPH O d2PSF 180 9�'�ze 10'-t" ' '�a Q 10'-9• ii'.1�• , g'� f�'i•• ti3 t. ��� 77.y t8 PN C 'a2AS g�� e� ta•_x• ��• e'B' e�� ' ta Y t T ���• � i3'?B• fa..y. � �
w 1�OMPH Sf
4S0 A,�.
q SJOMPH p t20 76.,3. s'-Y ���., � t7•-tY '
g 130MPH �2PSF 160 t��'�' 11'3' 17'-7' Y7A• 1�-}•
1S't' 78
� ]2PSF �'�Z' . �os• 1°`�` !T'-7" 1 t�40` 18'.�. t3,§ iT _
1fbMPH 21b e.�. �i'.t• e..b. tX12• N'S 1d-1Y '
t9SMPH b PSF 210 T$ �• 9-�T� 8�• � 1iJ• itL7• ��� 12.8' /4'.g•
/85MPH � 0 61PSF 120 8'T` i'.3" 8'4" ��, e Q tOfi• � it'o' tYi' � ���� � i�:p
� i�Ob7PN. 8 R6PSF '� Yt-2" 17�• 12'•', e�• P'-E"• � t0:�` �r"17' 13'a' 14'•r ta-E" i70MPH 8 S1P9F 2Q0 g._y, e�l1' Y-6' i'12' G.B� 7Ca' ' 70��,• Y7'-P' : 11���, � ag. � cw��( i
19oMPH 8 I6P3F i y� 8�9 71'.l• /7b'• ii'�' 1T•y i4',�, N•71' �ra• .�x7o, re-e• 770MPN 8 I JiPSf t� 6'.@` Bq� 6_7' � T-J• Y:y g.-e, ro•a, tt4� tr.a- i 7Y-YY F� $ +fi
� i�oMPH I C 2i0 Byp• 174• 16:Y ».,8. t 14
JOPSF f6'-it• Y�'-3• $ /eT
120 � g;�, �;�_Z. iTt7.
fa ir
�,c taa MaN . p �as `>' -
� t�RMPH ( SOPSF 7bo tn��• 11c8• � iR'�8' ' it'a' 14i ibt4•
770MPH 8 3FP3F . 1!0 8'�. g't'. f0.7� t0:p• Tf'-2' F s�tf" ( tff-4' tP'�S' 72./' ' 17•1y �+ �
10:/1' /7.17' 77'q0" l7UMPHj C �9P9f � 240 T-B" 6'.12" � 10'-8• 8=ff' 70:�• lY.f• i t7-0' 7JLC• � 1C'f2' f 1Y-8' �P�i �� � �
C 30PSF 8'�` iDt7' 11:3• 12'S' I !3'i' t3-0' )T.��., 170MPH � 80 g.�, 8'.7" � 0.��� 76:11• � 12d' U�S� ' 15'-i•
= 1bAiPH i D 29� y%9• 6,T ' 9'$' 1D!10' ( /3'J' 14:g• /8'-0' 170MPHt O5P8F � 126 ➢,_�� 8'-9', g,.e, . t0:t. WQ" 8�it. � �'�� TP:9' 13"b` i 75V° �
d7PSF f2tl 10'3. � . }7'-14` 7S'�• !D''�=. iQ-71'
� i46MPH ( p 8=B' tucty e'B` B'-10° i 79'�e' 14'�v"� - �
97PSF 17UlIPft �6PSF �-0 0'-0• � 9r TO'-2' 7a'it' 71•7• 14'.A'
140MPM 180 �. IBP ➢'-8" • t0'.�q• 12'-J• � t�
� D 1TPSF 210 8• ����� i6t� 10'-7' 173' � 12=1' 1$'�� 12'S• 19tt• 1l.g• 77UMPNr p iSPSF �� ra a•a• 8y8" a'�" t0Y � 70.ii' 16t��. 11'p. t]'-i' t�<7�'
� TABL.E N�TE "�" v.o, � e:�i. m,.Z• � �r_t. �s�.s• '-'' _
is s�psF r�c� e�a �s r
�+ en a�-tr +oa� �s•.r
1. J• �.7� � 8'�, B.r i tOS��. t7'�. 12'.iP f4�• �S'e' t7oMH D b4P3F �� B�� 9�-4Q' e'.p. 7-� 6:T �� 1C.��. tY:tp. 17'.T 17'-11'
17o rap
ALtAWAB ' s'•�t' 114• �s•.s• t p e�.�^ s-z� �n•_>. t3_ff' Z�.^
� FtGURE LECL CAICU ff%e• ra4� f>aMPH NaSF T�, B��o. � a_rs. �-0� e�ir �a.��, �s•e• � ��
Et+RSPAN fep e'.y o•.tt, tf�s• �
26.5-ic, tATtOMS t2•a' U: p 2�o a.�" r e.,y. wa p.��. itW� tt_it•
PRESSU(iES VAl2DiSK CATEGORY S,10 dAfiED ON ASCE 9-10 3� 1T8 MCH e dS PSF t e: r- �- f� a Si
s VnLipUP Mil'pST030'MRH.FJ(pi'SFMINLOAD. EXP'8� CLE LE�+ ��aM �nasF f� '� �as� � 8'�� 'r �'i�' e,-r• rr ��-0• � �r.rr• r �¢�if
4 Z. DEFlEC7tON LIS MR}i ONLY, ��8 EXP'D`PRFSSURES AR SP,qlV TAB PN g e:T 7:�, a-tf• �np }g
AI.I.OWAB N07E 9 CCTIV • J 176MPN 180 g�, 10:0' 7G'�0• e:y- 9�-tt' 11_to� � ip-). gi: � �� ��
lE ROOF �SN CtEq{t SPANT Qj�c. C �BPSF esa� +a- fwa-
3. AANELQ NACLBE3" �"�UfIf+1UM [.;. 77SNPH} 2i9 7�_r tOV^ e_y^ tt•-D• Nb• t trc 7ng• }����f t- t� �$
SLOPE S ABLES e i�• a• e.
G R A EADtO A D SwELL BEENFA �NT0���3:12. 1� Cfi00s� ns C ��rsF e0 a:ff' a.io. e�s^ ::». g.��. �a-e• fl,�• �x•qr w-o• i t4�. 4 i3p, �` '
4. �ilY LOADS AS � �T4PED CALCU � (SCREEN�� MPN � 0•�a• �'�0' �y. ��' 8�
3t �`7NCIMUM A�LOWqg �1CLOSU <�PSF T
b OVERHANG S�S�p A003�VER�MUMALlOyE,rYAL 6oi.t5TEUE5. 2. i7�E�P�AN��o05 A�E��bAD, 1�M H t � trPSF i �a �'-�a� a.�. �, °a" e.yr• , 70'a tP'�� /Tt0" ! iz3-'r + ia��z• �� ��} �+
EXCEED
FANE4 W �ST PANEL �LE S2DE TN EP�ING MUN(CIFALiTy���oRY WiTH t r7• a�a^ s,,�, � �o•-e• ��•.to. 9 ir.e' �� Q�� ��
� 5• (t)tNDiCATti). N7DT}{,(I.e.12°MA7{FOR A8° �CT FOR 7NE �p 8U7lDIN6 � ea e:�a• ra.o- f2�.e� t
7ESR0 1.m�PH � 67P6F ' �f• 8�� T�y'• t0:e+ f3'-g• yy�
LIMlTS CONSiDERED F�R U E 7N RHIN THfi N � 3. FtND ALLO�A BUILD�D�OCATION U5SN�DES f�a Max t p ax rsF ; uo �,.t. a�7" s,iy �s• �'.�• � ta s� �r.°� +xr ia-e� �� ���
a�a•
5.�. 1I80 FOR SPANS OR�5 �►HE HVHZ,qiyg?ONLY.DEF �ON IN 7pg WABt,E COMPOSTTE PANEL C �PSF ' /80 �.r e,s °` . g
ir a,�. fa�e• :
5.2. S12'-n' LES f0R 74PPf{OPRIAtE PANEI.D�'EAR 5PAN rr• n,-e� i °��ty e�.�r I �'° fa.y ,
rr�a• �s•-�' ���5 &6�.
VieO FOR SPANS>iZ,_p. FACSNG THtCKNESS,A �M, °`a' � ne� °�-0• ��:�• �za^ �t�rt���
� 6• (")[NDICA7'ES MINIMUM REQUIRED ROOF LI4@ LOA�FOR USE sTRtl� ND EPS CORE DE'I�i7Y e_n• �;6, � p� �a.r � tr-r �vmve
WITMIN THE HvM2. a� ANCMOR COMPOS �p.w 'ra• 04-152-0001
._ �TURE A Z7'E PAME($7D ��'7" f7-8' �
lLS I L L U g 7 p q���G S UPPO��M M�� �°E��N T.s, I
DE9CpipRqy,
� �
:f�1
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