HomeMy WebLinkAbout14-15647 ,S
- CITY OF ZE HYRHILLS
" • 5335-8T STREET
� (sis)�s -oozo 1 5 7
BUILDIN PERMIT
_ . _ _r .. . LOCATION;- , _ - � � �,3 � ��.-
z�� ' PERMITgINFORMATION - �.'��'��.��-;,�. : � 'INFORMi4TION,. ��'�:�'�-.-�" :,,a}�:�
Permit Number: 15647 Address: 7907 KAY MARIE AVE LOT 356 '
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
' Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0180-00000-3560
Improv. Cost: 1,000.00 `'�'`g-'��''���" .��OWNER�INFORMA�TION�-�������.�,. -�-��
Date Issued: 9/15/2014 Name: BURNS, JAMES & SHERI
Total Fees: 60.00 Address: 35550 WINTERSWEET LN
Amount Paid: 60.00 ZEPHYRHILLS FL 33541
Date Paid: 9/15/2014 Phone: 813-714-9415
� Work Desc: COVERING EXISTING PATIO 5'X22'
�����CbNTRA�CTOR�S `-::'�' '':' � ' � APPLICATION FEES ' � ° ' ` f t �""'�"'�':`�='='
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B&H CONSTRUCTION OF E TRAL FL BUILDING FEE 60.00
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�.� ` �Ins' ections:Re uired. �; ���a �� �,:�
FOOTER 2ND ROUGH PLUMB ISC INSULATION CEILING �
FOOTER BOND DUCTS INSULATED S WER MISC.
ROUGH ELECTRIC LINTEL ISC MISC.
1ST ROUGH PLUMB PRE-METER I SULATION WALL MISC.
DUCTS INSTALLED WATER ISC DRIVEWAY
PRE-SLAB SHEATHING ISC. MISC.
CONSTRUCTION POLE FRAME ISC. MISC.
REINSPECTION FEES: Reinspection fees will comply w th Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one of the following re sons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections no made when inspections called d)work not ready for
inspection when called e) permit not posted on jo site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, ther may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
, entities such as water managemen , state agencies or federal agencies. ,
"Warning to owner: Your failure to record a notice f commencement may result in your paying twice for
improvements to your property. If you intend to ob in financing,consult with your lender or an attorney
before recording your n tice of commencement."
Complete Plans,Specifications Must Accompany Appl cation.All work shall be pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - HOUR NOTICE REQUIRED
PROTECT CAR FROM WEATHER
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City of Z hyrhills
BUILDING PLAN R VIEW COMMEN.TS
Contractor/Homeowner: � �' �"� �a S i�Z U C T t 0 I�
Date Received: � ' � ' � y
Site: 9 0 � K R �V� i� V�
. Permit�Type: C�vE2�N G =xiS7 � n� c, P/�i io
A roved w/no comments: A roved w/the below omments: ❑ Denied w/the below comments: ❑
pP PP
This comment sheet shall be kept with the permit and/or lans.
_ �. / �
Kal n i lans Examiner Date ontractor and/or Homeowner
(Required when comments are present)
: � 813-780-0020 City of Zephyrhills ermit Application Fax-813-780-0021
4' � -1
Building D partment
• • Date Recelved Phone Contact for P ittin U�� �U� — ���
OwnersName Q� �� � OwnerPhoneNumber ����07'/"'��/5
Owners Address" / � f! 4�/q�1 /� Owner Phone Number
Fee Simpte Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS �R D� I��/�' I /7 LOT# �SCO
SUBDIVISION (J�13'y� /���/��G PARCELID
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CoNSTR ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK O e 1 S 1�\ I
BUILDING SIZE � a� � S�FOOTAGE I HEIGHT �
BUILDING $ )D00 �(7 VALUATION OF OTAL CONSTRUCTION
/
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ ���
QMECHANICAL $ VALUATION OF ECHANICAL INSTALLATION � `�
QGAS Q ROOFING Q SPECIAL Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZO E AREA QYES NO
BUILDER ��j ��OMP NY wI�L;O S%��..GG�O^-�
SIGNATURE REGIST RED Y/ N FEE CURRE� Y/N
Address � �0 f s � � � • License# ��vS7�p a
ELECTRICIAN COMP NY
SIGNATURE REGIST RED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMP NY
SIGNATURE REGIST RED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMP NY
SIGNATURE REGIST RED Y/ N FEE CURREA Y/N
Address License#
OTHER COMP NY
SIGNATURE REGIST RED Y/ N FEE CURREA Y/N
Address License#
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of nergy Fortns;R-0-W Pertnit for new conslruction,
Minimum ten(10)working days after submittal date. Requ ed onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster,Site Work Pertnit for sub visions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safe Page;(t)set of Energy Forms.R-0-W Permit for new construction.
Minimum ten(10)working days after submittal date. Requ red onsite,Construction Pians,Stortnwater Plans w/Silt Fence installed,
Sanilary Facilities 8 1 dumpster.Sile Work Pertnit for all n w projecLs.AII commercial requirements must meet compliance
SIGN PERMIT Attach(2)sels of Engineered Pians.
""PROPERTY SURVEY required for all NEW constructio .
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over 52500,a Notice of Commencement is required. (AIC upgrad s over 57500)
" Agent(for the conVactor)or Power of Attomey(for the owner)would be s meone with notarized letter from owner authoriang same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PI t/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
: �
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• . NOTICE OF DEED RESTRICTIONS: The undersigned und rstands that this permit may be subject to"deed"restrictions"
which may be more resUictive than County regulations. The undersigned assumes responsibility for compliance with any
� applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RE PONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be li nsed in accordance with state and local regulations. If the
conVactor is not licensed as required by law, both the own r and contractor may be cited for a misdemeanor violation
under state law If the owner or intended conVactor are u certain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco Coun Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor r conVactors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for whi they will be responsible. If you, as the owner sign as the
conVactor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RE OURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery F s may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,th t such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Imp ct 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 i suance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in a cordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statut s,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a opy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of A riculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy f the above described document and promise in good faith to
deliver it to the"owne�'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT• I certify that all e information in this application is accurate and that all work
will be done in compliance with all applicable laws regulati g construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installa on as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all wor will be performed to meet standards of all laws regulating
construction, County and City codes, zoning reguiations, nd land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other gove ment agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypr s Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment. �
- Southwest Florida Water Management Dis rict-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Na gable Waterways.
- Department of Health & Rehabilitative Servi s/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos batement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use fill:
- Use of fiil is not allowed in Flood Zone"V"unles expressly permitted.
- If the fill material is to be used in Flood Zo e "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at ti e of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- if the fill material is to be used in Flood Zon "A" in connection with a permitted building using stem wall
consUuction,I certiTy that fill will be used only t fill the area within the stem wall.
- if fill material is to be used in any area, I c rtify that use of such fill will not adverseiy affect adjacent
properties. If use of fill is found to adversely a ect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued un er the attached permit application,for lots less than one(1)
acre which are elevated by fiil,an engineered d ainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good ith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understa d that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or oth r installations not specifically included in the application. A
permit issued shall be construed to be a license to procee with the work and not as authority to violate, cancel,alter,or
set aside any provisions of the technical codes,nor shall is uance of a permit prevent the Buiiding Official from thereafter
requiring a correction of errors in plans,construction or viol tions of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced ithin six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six( )months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for nine (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 PROP RTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE REC RDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117 03)
OWNER OR AGENT C NTRACTOR/..11.?1!G ��Gv�C 1L(
��crib and�wo to(or�afL ed)bef,pore me this u cribed and s�orrya�t�ffirr}�e��d)be or�
b 'P C/ % b CA YCS
Who is/are personally kno t me or haslF�ave produced o is/a e personally kno to me or has/have produced
� as identification. as identification.
� Notary Public Notary Public
Comm' ion No. C mmis n No.
Name of otary typed,printed or stamped N me of Not
s�1�Y#"' CRAIG CRNT ,;;�i'�'�f���; CRAIG CANT
=:: ,.: Commission#FF 130253
;� �= Commission#FF 130253 �= Expires June 8,2018
r Expires Jun88,2018 �qa�g�' BondediNuTroyFeinlnwrarw80a38$.1p1p
�;R���g� e«aea nw rmy Fd�in.�.eoo-3esao�a
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LEONARD G. "GEO F" WOOD, P.E.
3704 BRU ON ROAD
PLANT CITY, LORIDA 33565
(863) 646 5517
DATE: 9-4-14
B&H Construction
Zephyrhills, Fl.
Re: JAMES BU S
Address: 7907 KAY E AVE. Lot# 356
ZEPHYRHIL S, FL.
Dear Sirs,
T'his letter is to certify that I have revie ed the above referenced
structure to determine the structural adequac of the existing structure
to receive the attached structure. The propos d structure is roughly a
5' X 22' existing patio cover.
This existing manufactured home,has factory attachment beam
and has been considered as an adequate host tructure, with the blocking
and anchoring at 5' 4". Based upon review d acceptance of other
structure to home per manufacturers requir ents.
As always, should you have any questio s,please feel free to
call at any time.
�
Leonard G. Wood s�r 1 oF� �
3704 Bruton Road , FOR:
Plant City, Florida 33565 e a�x c���ofc���m� j
(863) 430-2717 �n��a�as�u��m���zmo '
F7mida Hoilding Cade Building,Section 1609 j
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MAX WIIQD 140 MPH �
' Leoncd G.Geoff Wood
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LEONARD G."GFAFF WOOD �
EPIGA7EER i
Ironud G.Wood,PE N 47377 i
3704 Btat�Road i
Plapt(1ty,F7orida 33565 '
Td LnndFu 663 430.2717 !
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t2oaF Pressure Zone 1 7• 0 2 • S o e tlltiroate Wlnd S eed 140 MPN
, io S , � , �o � , Ft, so � f , oa s , f�� Wtnd Force �e�'a ieog
+gp aF +i8�5 sP +26,i aF +i 3, sf �xposu C�gary
-3z�3 sf -31�4 s� -36 2 s -29�3 sf , A___ 8� C....�.'D__,_
, Deslgn load'.bearing value ofi sall Is 5,54� PSI
Raof Pressure one � � e 'Rt�of ttve toad d 20 PSF 'Ftoor Uve lond � 40 PSF
10 5 . f�� 20 5 , ft� S4 s 00 s t� Ris�C Category II
' +2 ,3 sf 4&5 sf +16, sp +�4 f RooP An�t� q-la Degrees
� Internat Pressure wntt pressures
-56�2 sf -51,7 s4 -45.7 a - 1�2 sf � +36�7 -44�4 Mld Watt
'�'+36,7 -42�2 Ertid Watl
RooF Prn aure one 7" S o e '
, 10 8 � ft, PO.s , f^�. 50 s � P lOQ s , f^t, Deslgn Wlnd Pre�sure Far Co�ponents
Moxinur� is -45�7 PSF
+'�0,3 s�P +16�5 sf + � sP• +14�3 sg WINn Lt3ADS PER 20t0 FHGB CHAFTER 16
- 3�1 sf -77,7 sf -70�5 s -65� sf ALI: C�TNER REAtttREMENTS T[J MEET "c010 FBGR
ALL ALl1MINUN IS 600S-TS ALUMINUM A4LtlY
te h l res re e
lOs � ft, 2as � Ft, SQ � f. iGOs � f � SOs + f'��
, +35�3 sP +33,7 s +3� f +3Q�0 F +� 3 sP
' �38�Z sP �36,7 sf -34.6 sf�' -33�0 P -29� sP '
Intg al Pres e W l r ure one 5
i 1Q � ft. 2Qs � ft� 50sEf SOOs , f � - 50 � Ft�
*3a�3 sf +33J sf +3L6 sP +30�Q sf + 6�8 �P
-47�2 sf - 4A 5f -34�8 sf -3 �7 sf -89� sf
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FOR: ' '
H.Q H Conehucdon of Cmtral FI ino
Thqe'sttnduda m3 plew meet the 20t0
GE_ NERAL N TEi �t g�am$c<,a�s,�►a�,s�i6os
THE ANM,Yi15(WD LL5i011�As SHOMN pN THC7dE�110 tTANCAqG3 z 01� A L U M I N U M C C1 N S T R U C T I Cl N �" /,�,�
suPraRr��m�+wsre�e eu.,tPw.ncn.n�t„e.�.arm vttm taen a, ��i,��'
GLM'�1NATlal4 14iF1 VERT{CALLY AND!{0liLa4ikd.Y T#ItCtlGN TNE ,y . �
P��o���„���.,�����,�t STANDARDS . "
E7tisTTNG t�GUFtD. LEONARD a.�EOFF WOOD
'EN{3INESR
., i,eonnd G.VYood,PE#4?317
3T04 Bnrton Ro:d _
� PLWCity,Flor[de 33565
Td handFu Sd3 430•2717
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6x�oH pR�, ;�,II,IhGCOD �,FLORIDABUILDI�dG
_ COD ,,NATIONAL �LECTftIC CODE AND
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y Cl'I'` OF ZEPI�YR� iLL�ORD�
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FOR
B&H Conslmaion of Cmtral F7 Inc
/O� ��/ �ese staadards and p]nns meet the 2010 !
Cw (A Flarida ding Code Bw7d'mg,Sectivn 1609 �
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LEONARD G."GEOFF WOOD ���
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/Z N��d �l����� I.mnad G.�E k 47377 '
v 3704 Bmton Rced
Plmt GSty,Flmida 33565 . I
Td ax(863 430.2717 I
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FOR:
B�k H Canatruttion of Cmtral Fl Inc
7Lese and plms meet the 20]0
Flodda 'd'mg Code Bwlding,Scetion 16D9
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WAiD 140
G.
LEONARD G."GEOFP WOOD �
ENC3INEER-
Leoaard G.Wood,PE�/47377
3704 Bnrton Road
PI�t GSty,Florida 33565
Td LondFmc 863 430-2717
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FOR
B l�H Conetmction of Cmtrel F]]nc
7hese ateaduda md plaas med the 2010
F7 � Hw1d'mg Code Bm7ding,Seetion 1609
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1�LEONARD G."GFAFF WOOD
� ENGINEER '
Larnerd G.Wood,PE�l 47377
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3T04 Bmto�Rnad
P1�t City,Plorida 33565
Tel dFax 863 43a2717
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ar«a ae.Yrt W �. .�spr�. Sa: : a�pru ��wm ta: •�spr�,. sap.e. s.n�Ma�.enao.m�oc�eram►an.�eww�cr
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120MP e 1�vsF �r �r-r �r-r w.�- �.00�m�on,a.QaaFawaw,twu�wiw a �
tr•r tr-s tr.�o� �r.��- �s�-r ts•a• tr-r te�-tr �r•a- waMnaa�.w�r.ea�w�.
120 MP c �:au �m �r•s- �s.r �r-r �r-r �r-r �r-s• �r-�' +�••�^ �a�.��- ��•.r �r.�- ��.�o- �.a00ow1°"imoc'""`.`�.''ur.00w'or10°'uo°�n0°°ro"�iwr
120MP o �evaF �� tr•r t�.r �r-r �r-r �s.r ��.r �r.r �u••r �r-�r �r-r �a•a• ts•.�- a�r�n.iF°�m1O"�'n�warw�'""'�au,a°uu��r � �
130 MP e uvaF '�� �r.a• �s.r ts-r �r.r �r-r n••s- �r-r ��•-r w-n- �r.r �r-r u-tr �`�unw�w�ui.�N�"E`"w,��• � ¢
130 MP e ��v� �to �r-r �r-r te-to �r,r te.r �r-s �r-r �r•tr �e.r �r-s �s-r �s-�r i�w�'"�as�xoMETMO°�c�a n�1°"`D01�mu��r � �-
130 0 �iv� �:o �r-o- �r-r- tr-�t• tr•a� �s•_r �s-r tr.�� tr.o- u�.r t�•-r ��••r u�-�r °'u•F""�"•m'�•aoa�,m.�o,uo�.�ueFes Z ."�.
r�t�ume+w�F�na�uw�u�e��w � o
0 MP e` tar� �:o �r.r ��•-r �o-�r tr•o- . �e.r ��-s �r.r �r.�r u•.r �r.s �s-�• ts-»• °�t0'�nwrwre�w,wo�a�a►rv+nx � o
'lPCti1G710N�FalAILWIYfIPIICMF�'a�p1�.1BY J R'
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nAIE IVO Ql100I1L.CO00.
140 MP o ,o.ca�e�,.�„rn.,,,wLeEe�sm,e,m
tov� tzo �d.s �r.tr tr-r �r.r t��.�• �r-r r-r +r-s- �r.r �r-o- �r.�r. ��.�r, P��000�,eoar..ar�ueuoor,�,e�wa�aw
15n MP �srac �� �r•r �r-r �a.� �r-r � �r_r w.r �o�-r �r-r w-�r �r-r. '�ra• �v.r ,,.�"�O0N1"�"01"'�'p'°D1�`ww.,��u�e„
u�w�aw�cva.""A.��r�va`ra�x'"°"�u.� z
150 MP c uv� �io �o:t- �x-r tr.s �r,r ���-r u•.�r �r-r �r-r �r-r tr-r tc-r ��•-s- ,:�awa.Fx�„�vuc.,E,.mu� g
Fx
sa �a-��- �z•r �s.r +r-v� �r.r tr-»• a�-4 n•-o- �r-r 1C-�' �r-r u•.r �.c�otiaa.ocws�...,�vE.,wo.rns,w. W
1O6W! • �
156 MP •e +saaF �io �r-r �r-r �r-�r �r-a• �s.r �s.e• �a.�• �r.o- . �r-�r �r•�• u�-r ��-�r ' ����w ea��,w`�'� � !
156MP C 21C�F uo �ra• �r.r �:.�r �r.s- a•-r ta�-s- -r.r �r•r �r.a- ta•+ar �s.r �r•�r °Y�'F'''�C°"'•oar�we,��u,.,,e�.�vo�o,w�.
w�na�wuuIDSaa�rtaut,�r�h.��woE�� C7 �
156 MP o �sa� �ao r.a- �s.r �r•r ������w.
tw-r tr.7• 1�•-r v=1- t1•-P N•-�- ta.r tr•tY �r.1- ,a.�r�e�rrwvoEUe�eun.NO�oomowLL w
160 MP e. uv� �m '�o�-�o- tr•4- tr.r �r.r ta•.�r ts-r �o�.s- �r-r �r-o- �r-e- ���.e- ��•.�- �++nr�rwna.a��►smwm�°e•°e�om
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r�mva�mn400cu�ru�NOrvawrtrfnqm N
60 MP e � n� �m �a-r �r-� �s-r �r-r �r-�r �c.r r-� �r.�r �r-r �a-r �r-r �a.-r •�vumnren.sc��u.cK � �
160 MP � rvas �xo r-r tr-tr �r-+" +a-r u'-r tr:a- _P.r �r-r ��•-r to�-t• �r-r u•-r '�p+o�n�"""`"t0°Q�o�marunouo J !�
165 MP a uvsF ��o �o�.�- �r.r u�•�- ir:r ���•-r u•.�r �i�-a �r.r �r.r �r-r u�.r u�.s
165 MP c ar� �zo �a-n- tr-s- �r•�= tr-r �s.r u�.�r w.�• �r-r �ra- �o�-�• w.r �r-r � io
165MP o ans ��o r-r tr.�r tr.r �a.r �r.�• t��-4• a-o- �r.a• �r-r tr.r tz-r �r-o- '•.' '•
170 MP e to� �io �a.a• �r.�r �r-r �r.r a•-a" +�'•r r•r �r•4• �r.r �r.o• �r.�r u•-r ���.'�" O
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170 MP o zuvaF tta v•r +r•s• �r.r �o�-r �r•e• tr-tt• �e•.e• �a•�r �r-r r-a- �z-�^ �r-r �+n,•
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�'� � � �" I�� 3"X 12"ALUMINUM.PANS
�' � � �� Q I 1. CILLCULAflppis M6m ON 2010 FBC'OECiION 10pZA 00UD SURFACE VEATICAL lOAD S,q181(C A 7 E p O R Y
� � $ �;� n � • -• - - •-----. -. ,.,o var rw w�o:r�w�e�riee�eun�.vwo ur m ar rwi.��raessuaea�e�veo us�Ho
b � � � FACiOp OR 01/a p�!p�.��ipp�Y81Np R/lC1pR�QF 0.��PER I010 F6C TABLL IppI.Y1,
m E � MNiD'�RESRUIIEVAL'I!Fl:FOii'16f�Y�1��7f►'Ca9'�t�OMR1E7RCi9'OOTNNEDU81X0
Q � � 1►If811VOlMi0N�6R"116CE'•7,y0i1�THO00�:OfiY.
t!o e �. DEFCECTONA'81T•;U,f19:;YAIGWY�ALLOWA6�E itOOP ELOPE aHALL EE i•MpC PER FOOT(];17}
e�n � o A.PANELOEADIQADfXA1tE,��E6N�F11�iOREDINTOCAICYLAf10NSFORORAVRYIOADSASYYELLAB
��l�T CALCULA�IONSFOR'PAIf��ROP,EIITtp.
_____ � $ , 4' ��y���YYNLE'ROOF OYERIU►MO�FOR 1NE�VAlYED UbTEO ABOyE BMALL NOT D(CEFD Y-0•.
� MAIOMUN ALLOWAO{.E�GE OYENMANO'IS tS%OP LA6TAANEL YN�TN.p.�.12•M11X FOR IM PANEL
- ------ — --- WIDl11).
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� Car art
Pan �a beam connection
Fasten box pan receiver channel to hast w/#10 x
; 3"x12" pans fastened to aluminum bearns wJ#12 2"sms 12"an center,for bo#h pans&panels
x1"#ek screws and%"au#side diameter washers Fasten box end af pan to receiver channe!w/(4)
(4j per pan 16"oc on rakes. #8 x 1"sms wJ%od washers.
�
Elite Panel ta beam connection Fasten panet to receiver channel wJ 9/16"tex
screws 1%"from sides&then 6"oc on bottam
Use%" sms with 1%"min washers, mim 1"
penetration,screws shaii be piaced 1�"from � _�
sides&#hen 6"ac.Screws on rakes 16"oc. �
Post to beam connection
Host
%"x3� hex head bolt wj washers and nuts 1 bolt
per each 2"of �.. ... — beam
,
• _.,—.,. .
SM beam �a 1�, .
�T�
„�S#j ,093 posts
N
Post o slab connection
Intermediate beam or aluminum Fasten internal post feet to concrete with (4)%�-X
member connection �j"tap cons. Fasten internal post feet to post w/
(2}/"x31j2"'thru bolts.
Fasten 2"x 1%" receiver channel to aluminum 4�� concrete slab on compacted fill,wjwire mesh
member wj#8 x9/16 tek (1)screw per each 2"of ar�ber mesh w/6 mill visqueen vapor barrier,
beam,attache sm beam to receiver channel w termite#reatment,2500 psi concrete min,12"x
#8x9/16"tek screws with (1) screw per each 2"' y��� manolithic faoters w/(1)#5 rebar min w/24"
of beam. avertap.
Sheet � of �
SELF MATING (SMB,�
2 x 4 SMB. 2"x 4"x 4A44"0.100" Far:B&H Canstruction of Central FL
These Standards and ptans meet the 2010
2 x 6 SMB: 2"x 6"x 0.050"x 0.120" Building Code Section 1609 Max Wind
2 x 7 SMB: 2'x 7"x OA57"x 0.120" Speed 140 mph
2 x 8 SMB: 2"x 8"x 0.072"x0.224" Leonard G"Geaff'Woad Engineer P.E.
2 x 9 SMB: 2"x9"x 0.072"x 0.224" #4�37
�/ 3704 Bruton Road Plant City,FI.33565
2 x 10 SM B: 2"X 10"X 0.092"X 0.374" �'7 Tel.(863)-943-5031 or cetl(853}-43o-2T17
1
�'lorida Building Code Online Page 1 of 1
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• Search Criteria Refine Search
Code Version 2010 FL# 1779
Application Type ALL Product Manuf cturer ALL
Category ALL Subcategory ALL
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Quality Assurance Entity ALL Quality Assura ce Entity Contract Expired ALL
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Approved for use in HVHZ ALL Approved for u outside HVHZ ALL
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Other ALL
Search Results-A lications
FL# Tvoe Manufacturer Validated Bv Status
FL1779-R4 Editorial Change Metals USA Building Pro ucts Christian Langley,PE Approved
Historv Category:Roofing (954)333-8965
Subcategory:Metal R fing
'Approved by DBPR.Approvals by DBPR shall be reviewed and raUfied b the POC and/or the Commission if necessary.
Contact Us:: Phone:850-487-1824
The Sta[e of flortda is an AA/EEO employer. - :;privacv Statement::Accessibilitv Statement::Refund Statement
Under Flarlda law,emafl addresses are public records.If you do no want your rmail address released In response m.a pubtic-records reques4 do not send
electronic mail to this entity.Instead,mnWct the office by phone or y tradiUonal mail.If yau have any questions,please contact 850.487.1395.•Pursuant to
Sectlon 455.275(1),Florida StaWtes,effec[IVe October 1,2012,Iicen es Iicensed under Chapter 455,F.S.must provide the Department with an emall address if
they have one.The emails provided may be used far offlcial commun�tian with the Iicensee.However email addresses are publlc remrd.If you do not wlsh to
suppty a personal address,please provlde the Department with an emal address whlch pn be made avatlable to the public.To determine if you are a Iicensee under
Chapter 455,F.S.,please click here
Pro uct Approval Atcepts:
���
9ecuri n�trwiCS'
�
https://www.floridabuilding.org/pr/pr app_lst.aspx 8/1/2014
. Florida Building Code Online Page 1 of 2
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�����
���p��a BCIS Home � Log In � User Reg6tratlon � Hot Topia � Submit Surc aige � Stats&Facts � Publicatlons � PBC S[aff � BCIS Site Map � Links � Search �
Busines
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� USER:Pu61)c User
Regulation �
Product Aooroval Menu>Produc[or Aooltcation Search>Aooltcation List Appli�tlon Detall
• FL# , FL 779-R4
Application Type Ed torial Change
' Code Version 20 0
Application Status Ap roved
Comments
Archiyed ❑
Product Manufacturer M tals USA Building Products
Address/Phone/Emaii 78 5 American Way �
Gr veland,R 34736
� (3 2)787-7766
bk ufmann@metalsusa.com
Authorized Signature Bil Kaufmann
bk ufmann@metalsusa.com
,
Technical Representative Bi1.Kaufmann
Address Phone Email 78 5-american Wa
/ / Y
Gr veland,FL 34736
(8 0)342-9077
bk ufmann@metalsusa.com
uali Assurarice Re resentative BI L KAUFMANN
Q tY P
Address/Phone/Email 78 5 AMERICAN WAY
G OVELAND,FL 34736
(3 2)787-7766 Ext227
bk ufmann@metalsusa.com
Category Ro fing
Subcategory M tal Roofing
Compliance Method , Ev luatlon Report from a Florida Registered Architect or a Licensed
Fl rida Professional Engineer
C�1 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Th mas C Williams
the Evaluation Report
Florida License PE 54877
Quality Assurance Entity U LLC
, Quality Assurence Contrect Expiration Date 09 29/2015
Validated By Ch istian I�ngley,PE
G Validation Checklist-Hardcopy Received
Certificate of Independence FL 779 R4 COI COI. df
Referenced Standard and Year(of Standard)
' Equivalence of Product Standards
Certified By
Sections from the Code
17 4
7 0
h s://www.floridabuildin .or / r/ r a� dtl.as x. am=wGEVX wtD s/o2bbt23mL8... 8/1/2014
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Florida Building Code Online � Page 2 of 2 �
� , ,,
Product Approval Method Method 2 Option B °
Date Submitted 02/OS/2013 �
Date Validated 02/12/2013
Date Pending FBC Approval 02/20/2013
Date Approved 04/09/2013
Summa of Products
FL# Model,Number or Name Description
1779.1 3"X 12"ALUMINUM'RISER PAN aluminum roof panels used in residential or commerciai
X.024"AfVD.030",TWIN-VEE"W" appllcations of engineered mobile home roofover
PAN X.028"&.034" systems,carports,screen rooms,patio covers,awnings,
canopies,walkway covers,and sheds.
Limits of Use Installation Instructions
Approved for use in HVH2:No FL1779 R4 II Drewina.�df
Approved for use outside HVHZ:Yes Verified By:Thomas C Williams P.E.54877
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:refer to engineering&installation sheets for spans FL1779 R4 AE Eval.otlf �
&design pressures Created by Independent Third Party:Yes
Back Nert
Contact Us::�940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The SWte of Florida Is an AA/EEO empioyec Coovrioht 2007-2013 State of Florida.::Privacv Statement^A�SSlbilitv Statemen[r.Ltefund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
elec[ronfc mail to this entlty.lnstead,conWct the,office by phone or by tradlUonal mall.If you have any quesUons,please mntac[850.487.1395.�Pursuant to
SecUOn 455.275(1),Fiortda Statu[es,effective Odober 1,2012,Ilcensees Ifcensed under Chapter 455,F.S.must provide the Department wlth an emaii address if
they have one.The emails provided may be used for officlal communicatlon with the Ilcensee.However email address�are pubtic remrd.If you do not wfsh to
supply a personal address,please provide the Departrnent wfth an emall address which can be made available to the publlc.To determine if you are a licensee under
' Chapter 455,F.S.,please click here.
Product Approval Accepts:
� ���
securit M�rnus
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WILLIAMS ENGINEERING A�UMI UM ROOF PANELS =!
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Ia.ISER PAN RC'��F ATTACHMEIVT
1. ROOF RiSER PANS SHALL�E ATTACHED TO THE�HEADER WITH (3)#�X�/z' CORROSIfJN RESISTANT SHEET METAL J �
SCREINS WlTH 3'Z°a11ASMER UPWA�D THRUUGH THE BQTTC?M OF HEls►QER.t4LL SGREWS SHAL��E CQU�KE� �+ h
OR HAVE NE4PRENE GASKIET BETdVEEN THE.F�ASHER,4NC1 THE 6�AN. � =�
2.ALTERNATE: P�4NS MAY BE ANCHORED THROUGH �C1XED�EIVD WITN (3�#8 X 1" GALVANIZED OR S.S.SCREWS. ,� �
�. F�ASHIN� IS O�TIONAL 4N ALL APPLICATtt��IS. . o �
4.#6 X%2'S.M.S. CAN BE SUBSTITUTED BY USING #8 X�/,�' TEK SCREWS. � �
5. PAN RISERS SHALL RECIEVE(1)EA►CH#8 X la"S.M.S. SCREW THROt1da`H Tt'�P SIDE OF MEADER DOWN INT4 RISER. � �
�. �CR�V4lS fdE�D TC1 HAVE A(V EM�EDMENT OF 1"WWEN ATTACHED T�'l�lOC1D BEAMS OR SUPP'4RT5, z �
7. RISER PANS SHA�L�E ATTACHED TQ SUPPORTING BEAM 1NiTH t3)#8 X%"S.M.S. PER 12" PA(V W1TH s/a" � °
ALUMUIlIUM PAf�!aI11ASF#ER. a n-
8. FASTENER SIZE BASED 4N 123 MaP.H.�t11[ND Z4NE. USE#9Q F4R 13� M.P.H....#12 FUrR 148 M.P.H....
#12 FOR 154 M.P.H. OR GREATER. �
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OESIGN NOTES ,
ALLOWABLE DESIGN PRE3SURES UT1lIZED IN THIS �
DOCUMENT HAVE BEEN CALCULA7ED PER THE
REQUIREMENT3 OF THE 2010 FLORIDA BUILDING �
CODE&ASCE 7-10 USING ALLOWABLE 3TRESS DESIGN
METHODOLOGY WITH THE CRITERIA AS OUTLINED HERIN
GENERALN07E3
. „ _ .,,. "' 1. THIS SPECIFICATION HAS BEEN OESIGNED AND SHALL BE
FABRICA7ED IN ACCORDANCE WITH THE REQUIREMENTS OF �i
7HE 2010 FLORIDA BUILDING CODE FOR USE ONLY OUTSIDE
OF THE HVHZ ....��
2. CONiRACTOR SHALL INVESTIGATE AND CONFORM TO ALL
LOCALBUILDINGCODEAMENDMENTSWHICHMAYAPPLY DESIGN � Y
CRITERIA BEYOND AS STATED HEREIN MAV REWIRE ADDfTIONAL �'
O en Structure Mono-Slo ed Roof SfiE-SPECIFlC SEALED ENGINEERING.
p P 3. THIS SY3TEM IS NOT APPROVED FOR LARGE OR SMALL IMPACT ��'
For Screen Rooms,Patio Covers 8 Car orts RESISTANCE.THIS SV3TEM SHALL BE LIMfiED TO NON-HABITABLE ��
. uminum um num um num w n . um num w n LNING AREAS.
Riser Pan Riser Pan Vee Riser Pan Vee Riser Pan 4. NO 33113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED
IN THE DESIGN OF THIS SVSTEM.
vnnd e:pesuro uvatasa � 1ax asp.na �swM1+ 162 asp,n• asp.n. tax sspme asp.iro �ax a9w�s �spem 5. THEARCHITECT/ENGINEEROFRECORDFORT}iEPROJECT
Spe.d 6 m IIR �u_� 9pw Spw Dpnn spw SUPERSTRUCTURE WIT}i WITCH THIS DESIGN IS USED SHALL BE
110MP B OP9F 1xo �7•.e• �e�-5� �r-r ts.t• �e�-e• �o�•o• tr-o• 1e'-t• tr-5• ta•-5• �e•.i• �e•-r RESPON8IBLEFORTHEINTEGRITYOFALLSUPPORTINGSURFACES
TO THIS DE91GN WHICH SHALL BE COORDINATED BYTHE
110MP c 70P9F 1x0 17'-Y 1E'-7' �r-r ��•.r �e�.o• �e�-s• �r.a• �s-s• �s.�m tY-H' 17'.e' tT-10' PERMITf1NGCONiF7ACTOR. � �
J I�
170MP D 1]PSF 740 1Y-7' 1Y-11• 16'-Y 1]-s- 1T.T t!'-1M »•-a- u•.a• ���-e� tz•-o� �e�-o• te�.s• 8. SEPARA7E'SITESPECIFIC'SEALEDENGINEERINGSHALLBE W I�
12OMP B 11P9F 1xo 1Y•u• 1S-a' �r-1• ��•.z• n•-6' 17•-10• 11'-tt• 15'-0• 15•-�• 17•-e� tc.tt• 1T-1• RE�UIREDINORDERTODEVIAlEFROMLOADS,DEFLECTIONS,OR z
120MP c 7zPSF 1m tz'-S 15•-s• ts-7• t7•-a• 1T-o� 1T•-�� 11•-7• ts•-7• t��-1�• 17•-�• 1e'-r te.�p• SPANSCONTAINEDHEREIN.LINEARIN7ERPOLATIONOF7HE Q �
ALLOWABLE SPAN TABLES LISlED HEREIN SHALL NOT BE � J
12OMP o 76PSF 720 �r.e• u�=r +s�•e• �x•-a• �r•u• �e�•r �o•-o- �a•-r �a�-�o- 72•.2• 15'-a• 76'-7' PERMITTED.CONTACTTNISENGINEERFORALTERNATESPAN Q
130 MP B tivsF 770 17f• 15'-�• 7s-7• t�•.u• 17'-0• 77'.a• 11'-7' t�'-7• 1P.11• 1a•-7• 1C.E' te'-1m CALCULATIONSASMAYBEREQUIRED. �
730MP c ��vsF txo ��•.e- �s•-r ts•-�o• �y_o- te-t• te�-6• tf�-o- �a�-�t• ��•-x• �r-s� 1s•-e• 16•-��• � TMECONTRAC70RSHALLCAREFULLYCONSIDFRPOSSIBLE O O
IMPOSING LOADS ON ROOF,INCLUDING BUT NOT LIMRED TO ANY �
130MP o npsF �2o tt•-o• ��•-7• 1a�-11• tr-a• 75•-�� ts•5• �o•-�• »�.o• t�•-a• tt•-e• ���-e• 1a•-tt• CANCENiRATEDLOADSWHICHMAYJUSTIFYGREAI'ERDESIGN � �
140MP e 1tP9F 7xo 1T.Y tt•-T ts•-ta' 77•-0• 1T-T �e'-6' tf•-0• 1a'-1t• 7a•-2• tY-6' 15•-e• 15-11• CRRERIA.lHISADDITIONALROOFCRITERIASHALLBEPROPERLY � �
140MP c »vsF txo ��•-o� v-r t7•-��• �y_a- �s-�• 76�-5• �o•-�� �a�-o• �a•a� �t•.e• u•-e• t�•.��• A��DBVALICENSEDENGINEERORREGISTEREDARCHITECT. Q
140MP � 20P9F 1x0 17-6' 17-71• 17•-1' 1T-7• 1Y-s• ��'•7• W-u• 72'-1'� 17-7' 1T-0• 13'-11• 1t'-T` B. FABRICATIONSHALLBEINACCARDANCEWITHAPPROVED �
FABRICATON METHODS BY METALS USA BLDG PRODUCTS AT � �-
150 MP B 15P9F �xo ir-e u.r u•-e 12'-Y' 16'-0' 16'-Y 10'-D' 17'4• �o•.�r �r-r u�a• �r-r C�
750MP C 7uP9F 120 �a-r 17'-7• 17'-6' 1T-B• 1a•-7' 1P-t0• 77'-0• 12'.e' 72•-0' 11•-7• 7�'-t• 11'-6• 0. ALLFASTENERSTOBE#BORGREI17ER3AEGRADESUNLESS � Q
750MP o apsF �m �o•-�r �r-s• u•-r �r-o• u•-e• �a•.�r r-s• �r-a- �r-o• �o�-a ta�a• ta�.e- NOTEDOTHERWISE.FASTENERSSHALLBECADMIUM-PLAiEDOR
CORROSION-RESISTANTMAiERIAIANDSFiALLCOMPLYWITH � O
156 MP a 77PSF txo H�-m tra• ta•-tr u�a• 1s•r ts•-s• 10•-�• t�•.a• �a�-r tr.e• ���-e• u••tr •SPECIFICATIONSFORALUMINUMS7RUCTURES'SECT70N52.1 BY --� �
156MP C 21P9F 120 �o•-a• �z-e• �r•�r tr-s t�•-1• 1�•-1• 7-6• 72'-T 17-P 1o'-to' 17•.E• 1J'-11• THEALUMINUMASSOCIATON,INC.,SANYAPPLICABIEFEDERAL, Q �
156MP o ssvsF �m r-r �r-o• �r-a- m•-o• ir_s �r-r r.r �r-e tr.e- �o�-a• u�-tr �a�.r STA7E,ANDORLOCALCODES.
160MP e �evsF �m �o•-�r �r-�^ �a•-e• �r-o• u•-�r �s-r �o�-x• �z•-u• �a•.o• �r-s• ���.s ���.e• �0. CONCRETEANCHOR5NO7EDHERINSFULLBEEMBEDDEDTO
UNCRACKED CONCRETE ONLY INSTALL ALL CANCRETE ANCHORS
160MP C 72P9F 140 10'-1• 17-6' 1T-o' 1T.Y• 17•.10' 11'.2' g'-e' 1f•-71• 17.Y to•-e• 17'-S t�'-o• PERMANUFACNRE'9RECOMMENDATIONS.
160MP D $6PSF �zo w•7� ��•-�m 1i-�• io•-7• ��•-�� ��•-�• m-m t�•-a• ���-e• to•-�• �z�-u• tr-o• 11.T}iECONTRACTORISRESPONSIBLETOIN3ULA7EALLMEMBERS �
165MP B 18VSF �xo 10'-7' 75'-1' 1J'-6' 17'•B' 1P-7' 1{'•10' ��•-o• tY•-e^ �x•-e• �1'-7• 1�•.1• 1/'-6• ��MDISSIMILARMATERIALSTOPREVENTELECTROLYSIS,I.E, z �
165MP C bP9F �zo �o�-�r �r-a• �r-r �r-o- u�-e• �a•-�r e•-�• �r-o• �x�-0• �o•-r �a•-a• ��•.e- ALUMINUMPERF.B.C.2003.B.a. _
12. ENGINEER SEAL AFFIXED HERE VALIDATES STRUCTURAL � e
165MP D xVSF 12o B•-T tt•-tm 17•1• to•-7• 17'-1• 17•-1• e'.0• 11'-7• 11•-e• 10'-1• 1Y-c• 1J'-0• DESIGNASSHOYVNONLYUSEOFTHISSPECIFICATIONBY w o
170MP B 20P9F 120 10'-6' 17-11• 7s'-2• 11•-7• 1�'.�- 11'.7• p•-C 77•,P tY-7• 11�-p• 1Y-1T 1p-Y CONTRACTOR,et.eI.INDEMNIFIESBSAVESHARMLESS7HIS w �
170MP C 2�psF t7o Y•.1C 17-2' 77-6' 70'-it• 1]'-6' 1J'-Y' C-2' 11'-7' 11'-10' 10'-6' t7•-7• 17•-P ENGINEERFORALLCOSTBDAMAGESINCIUDINGLEGALFEE38
APPELLAlE FEES RESULTNG FROM MATERIAL FABRICAiION, Z
170MP � 2YV9F 1to e'-a� tt•-6' 1T•7• to•-7• 12'-t• 12•-71• B'-E• 10•-11' 11•-1• 7-0• 17-3• 17-e• SYSTEMERECTION,$CONSTRUCTIONPRACTICESBEVONDTHAT � �
NMICH IS CALLED f-0R BV LOCAL,STATE,8 FEDERAL CODES 8
FROM DEVIA710NS OF THIS PLAN. Z
13, EXCEPTAS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAI W
CERTIFICATIONS OR AFFIRMATONS ARE INTENDED.
74. ALTERATIONS,ADDRiONS,HIGHLIGHTING,OR OTHER �
TABLE NOTES: MARKINGS TO THI8 DOCUMENT ARE NOT PERMITfED AND $
INVALIDATE THI9 CERTIFICATON. �
15. PANEL STRUCTURAL PROPERTIES DERIVED FROM AUT6CAD Q �
1. CALCULATIONS BASED ON 2010 FBC SECTION 2002.4 SOLID SURFACE VERTICAL LOADS,RISK CATEGORY MqSS PROPERTIE3 J ��
1,10 PSF MIN LOAD,EXP'B'PRESSURES VALID UP TO 30'MRH.EXP'C'PRESSURES DERIVED USING J �
FACTOR OF 0.86&EXP'D'PRESSURE DERIVED USING FACTOR OF 0.89 PER 2010 FBC TABLE 2002.4A. g�
WIND PRESSURE VALUES FOR 156 MPH EXP'C'8'D'&165 MPH EXP'C'8'D'OBTAINED USING � �4
INTERPOLATION PER ASCE 7-10 METHODOLOGY. ' ��..,.N.,„,.
2. DEFLECTION LIMIT=U120,MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3"MAX PER FOOT(3:12). ;,�'`;���:::�;;�..��
3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS ����""'`=+`"I SHEEf:
CALCULATIONS FOR PANEL PROPERTIES. :�'!�^�'''���`�-�
�-�'?::.�.Y-�1.;�
4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0". i;�•�.���;,� t of
MAXIMUM ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL WIDTH.(I.e.12"MAX FOR 48"PANEL �fl=�?'fi
..,...,. .
WIDTH).