HomeMy WebLinkAbout96-6213
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
Nc}
6213-8
Date
/0 -3CJ --7 h
~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
P<opertyOwne, 717 :}~~ e~
Job Address: .3 &- t d .
Parcell.D, #
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of wo~ ~ ~ ."J
Radon Ga~
h)</{)~J
NO OCCUPANCY BEFORE C,O,
FINAL
C,O,
s- 1.:3 -
DATE
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Permit Fee
Signature
Company
Address
Telephone#
Inspector
Valuation or
Contract Price
/ '1-5d ~ O-~
/
City License Registration #
State Certified License#
O),,~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Tp. Serv,
Rough In
Meter Can
Const, Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Ftr,
Pre SLB
Lintel
FRM,
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15,001 shall be made for each trip for each trade:
a, Wrong Address
b, Condemned work resulting from faulty construction,
c, Repairs or corrections not made when inspection called,
d, Work not ready for inspection when called,
e, Permit not posted on job site,
f, Plans not at job site,
g, Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same,
APPLICATION FOR PERKIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
OWNER'S NAME \( l \1. \ ClII\
\NOl \ \ er i 0 V\
L o.n5' J
PHONE
OWNER'S ADDRESS 3 8 ~ J... (,
Ave. .
7 t". phfrk; \ \~
JOB ADDRESS
It
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL L D,'
(OBTAIN FROK PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction _Addition _Alteration _Repair _Install
_Sign
_Kove
_Deaolish
PROPOSED USE: _Single F_ily
_KIF
_, of Units _K/H
_CoI8ercial
_Indust,
_Swia, Pool _Other
_Restaurant Ii: Health Department Approval
DESCRIPTION OF WORK: c,\
root
o..Je.Y
and
1'0 )( to
..)h~~ .
BUILDING SIZE:
x
Square Feet,
Height
RESIDENTIAL:
COMKERCIAL
ATTACH (2) PLOT PLANS Ii: (2) SETS OF BUILDING PLANS Ii: (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS Ii: (1) SET ENERGY FORKS,
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION,
PERMITS REOUESTED
_BUILDING
$
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp,
W,R,E.C,
_MECHANICAL
$
Valuation of Kechanical Installation
_PLUKBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fr8lle _Steel
Other
FIllISHED FLOOR ELEVA,~:
FT,
IS PROJECT IN FLOOD ZONE AREA?
YES
NO
..........................................
BUILDER i/ J CONTRA::;nON
~ \ State Cert, or Regist, ,
Signatur 9-A--- II ----- City License Registration'
, ..........................................
ELECTRICIAN COMPANY
State Cert, or Regist, ,
Sian3ture City License Registration t
..........................................
PLUKBER COMPANY
State Cert, or Regist, t
Signature City License Registration ,
..........................................
MECHANICAL COMPANY
State Cert. or Regist, #
Signature City License Registration ,
............~.............................
OTRRR COMPANY
State Cert, or Regist, f
Signature City License Registration f
............................*.............
APPLICATION APPROVED BY PERMIT OFFICER,
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perJit lay be subject to "deed restrictions" wbich lay be lOre restrictive than City
regulations. Tbe undersigned assDles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations, If tbe contractor is not licensed as required by law, both the owner and contractor lay be
cited for a lisdeieanor violation under state law, If the owner or intended contractor are uncertain as to what licensing
requireJeDts laY apply for tbe intended work, they are advised to contact the City of Zephyrbills Building DepartJent, (813)
788-6611,
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for wbicb tbey will be responsible, If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work, If the contractor wisbes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting priVileges in the
City of Zephyrhills,
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify tbat I, the applicant, bave been provided with a copy of -Florida's Construction Lien Law - HOJeowoer's Protection
Guide" prepared by the Florida DepartJent of Agriculture and ConsDler Affairs, If the applicant is sOJeOne otber than the
"owner", I certify that I have obtained a copy of the above described dOCUJeDt and prOlise in good faith to deliver it to the
"owner" prior to coaenCeJeDt,
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in tbis application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developllent.
Application is hereby lade to obtain a perlit to do work and installation as indicated, I certify that no work or
installation has cOIIenced prior to issuance of a perlit and that all work will be perfOrJed to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developllent regulations in tbe jurisdiction. I also
certify that I understand that the regulations of other govel1llental agencies laY apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance, Such agencies include but are not lilited to:
t Departlent of EnviroDJeDtal Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater TreatJent
t Southwest Florida Water HanageJeDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health & Rehabilitative Services, EnvirODJental Health Unit - Wells, Vastewater TreatJent, Septic tanks
t US EnvirODlental Protection Agency - Asbestos abateJent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood that a drainage plan
addressing a "cOJpensating volOle" will be subJitted wbicb is prepared by a professional engineer registered in the State of
Florida prior to perlit_ issuance,
A perlit issued sball be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perJit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code, Every perJit issued sball becOJe invalid
unless the work autborized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of six IOntbs after the till! the work is coaenced. One 90 day extension of tile, lily be
allowed for the perJit with fee charge of $15,00, The extension shall be requested in writing to the Building Official, An
approved inspection lust be logged during each six IOntb period, or the project will be considered abandoned.
WARJlING TO OWNER: YOUR FAILURE TO RECORD A NOflCE OF COMMENCEMENT HAY RESULT IN YOUR PAYING tWICE FOR IHPROVEME.NtS TO YOUR
PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENOIR OR AN ATTORBEY BEFORE RECORDING YOUR HOTICE OF
COHHBNCEMEHT, JOBS UNDER $2,500 IN VALUE 00 NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT",
SIGNAtURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19____ by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was aCknowledged
before me this ~ 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an o~th.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
Customer's
Order No.
" ...,
6~-01
aI\Bn'~~ ,\UJMMtlUM.& HARDWARE. INC.
:~7821 F:=.1l.ANO BlVD.
,'J:P~lyqHIUB, Fl. 33!'4'
.. - - (~1I ;~) 782 ~~5 f ;.l
/ / 1
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Received
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SOLD BY
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i DESCRIPTION, .. ) / i PRICE
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Tax
In case of claims or returned
goods, please present this bill.
TOTAL $/clS;?i </9
~~
PRlNTeo N U SA
-....,}
~
lX6 INCH RIDGE BOARD 2X4 INCH
SOllTHERN PINE RAFTER
;~ ,;t-
~X12 INCH PLYWOOD CUT TO FIT,
GANG NAILED TO RAFTERS,
ROOF SYSTEMS SHALL BE PRE-ENGINEERED
TRUSSES OR SOUTHERN PINE CONVENTIONAL FRAMED
RAFTERS SIZED AND ASSEMBLED TO SBCCI SPECIFICATIONS,
MAX, 1 FOOT
ROOF SHEATHING OF WOOD SHALL BE SIZED AND FASTENED SAME AS WALL SHEATHING,
ALL OTHER ROOF SHEATHING MATERIALS SHALL BE FASTENED AND SIZED PER
MANUFACTURE AND ALL APPLICABLE CODES,
~ INCH BOLTS 4 FT, O,C, MAX,
WOOD FLOOR SYSTEM SHALL HAVE CONTINUOUS TIE FROM GROUND
TO ROOF WITH APPROVED GROUND ANCHORS, AND MANUFACTURED
METAL CONNECTORS,
EM:II RAFTER END OR TRUSS END SHALL HAVE TWO HURRICANE
CLIPS, ONE ON OUTSIDE OF WALL, ONE ON INSlIJE,
CONCRETE FOUNDATIONS SHALL HAVE CONTINUOUS
TIE FROM ROOF TO GROUND WITH APPROVED PRE-
ENGINEERED METAL CONNECTORS.
-",~.
"~I.~
'-----
A WALL FRAt-lING CONNECTOR SHALL BE FASTENED
FROM BOTTOM PLATE TO STUD AND STUD TO
TOPPLATE MAX, 4' O,C,
WALT. SIIEATING SHALL BE 15/32 PLYWOOD OR 7/16 O,S,B,
NINIMlJM, FASTEN WITH 8d COMMON NAILS 6" 0,(;, EDGES
12" 0,(;, IN FIELD.
OWNER
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
~ " . ",'
JOB LOCATION
PARCEL I. D, #
SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS.
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED,
J(
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION,
.----____. ,_e"
~~
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~~
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J~
~
FRONT PROPERTY LINE
(NOTE EXAMPLES 1 & 2)
STREET
1, SETBACKS FOR R1, R2 ZONING
60'
10'
P E-
R X
0 I
10' P S 10'
0 T
6 I
E N
D G
20'
FRORT PROPERTY LINE
1 0'
2, SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30'DUPLEX
1 0'
FRONT PROPERTY LINE
-~~~".~~.=-...-,-_~_~__-,.....-....,-,,-~u.......... __-.".....____.. .___,_,~__..~...................._____....____ _ _, _...........,.-......__...""'-'"-____~,p:__.
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r;t-
1.lAX. S?,I.N
r-~E1i
SlNGlE W1DE MOBILE HOME
AlWlNI.J\A P.&.NU
$INCtE ""DE 1oI061lL H~
ALU\.lINUI.I PN-IU
ROOf' OVER
B
2- SHEET FOAJ,j I~SUlA Tl<)t-j
B
DOUBLE 'MDE COI/ERIt'-<G
TYPE I
vt:N TED ALiJI,(lNv'!.l $(ff1 T
GABLE CtOSlJRfS EACH ENO
CP nO'{AL AlL SE CTlON S
B
SPAN (SEE TABu: 1)
Al.U~iNUM P A.'1EL
ROcr Ove: R
B
DOUBLE VYlDE COVERIf\'G
TYP:: il
ALU\.l1Nl.lU PANEL
I AlU\.oIlNIJI,l F ASO A OR
GUTTER cpnONAL
OOJBlE ""DE
IoIOOLE HOVE
~-____....~~~_____._..___4_._____,________._ ________._-_.
J IS x 1/2' ~T I.lt:TAL.
SCREWS EACH ENO ~
EACH PANEl. wi WASHERS
\ltI-{(N &NOtNG P MEL OO'hN
I TO m $ley( IolOOE It{AN
~" NOTOI PANEl.. RfS(RS I>aJ
SPUC( NOTCH 'Mni RfS(R
S(CTlON W / J IS SO\f:WS
EACH SlOE C:F NOTCH
\
/lLVIAlNVl.t pAN sm:
TABU: I
SHO\'i;: ALIJI,ItNU14
"C' ,ASOA VlI~
CU?S 0 4'-0' O.C.
'/
l'x4" OR 2'x4'xO,044'
RCU ,OR\JEO A.'1CtI W/
11OxJ/4" $),IS 0 6' O,C.
INTO COACH fRAMING
SHf:t T fOAM llfSUlA nON
SiNGLE 'WIDE MOBilE HOME
ALiJ\,(lNVk/ PAN SIZE
TABU:'
.3 I8xl/2' SHUT I.IETAL
SCREWS WI w~ERS
EACH (NO EACH PANH
\ op nO'{).J.)
C" FASOA \\In;
QJPS ~'-O' O.C
AliJl.lINtN PANELS
/ CPTlONAl PAN HEADER
SHUT ,OAM INSUlATlON
,',4" OR 2'~""o.o<<'
R c:u F 0R\.l ED AN cu:
W/110x3/4' $US 0
5 0 C iNiO CO...CH
rRMlING \\I~ WASHERS
EXlsnNG 1.I03JLE H()I.IE
fRAJ.liNG AND \liAU COVER
2'x4"xO.044"
RCU fOO1JED ANGLE
EA~ SlO{ WI .3 ~.
1/2" OR cpnONAl
P AN HEADER
ANetE AT I.lIDsPAN
"''KEN USING 1 1/."
Ri'X:R PANS
DOUBLE Vl1DE COVERING
TYPE I
'",4" OR 2'x3""o,044'
ROll F~ED ANGLE
wi fiOx3/4' S.S 0
0" O.C. INTO COACH
FRAMING (OPTli)',Al)
ALUMiNV14 RlD~ CAP
f1 Oxl '12' SMS
o 10' O,c.
I' J<2 '/a-"xO,08'
CONT. R(C{JVlNC
CHANNEL TCP A.'1D
aOT, 2'x2"X'O.0-44"
POSTS 0 3'-0' D,C.
NOTE: RID(;( MA'f BE fOR~ED
BY CUTllNG RiSER or
CON nNlJOVS PANEl
.3 f8.1/2" S.S
EACH PAND. ROOf' OvrRH"''''G
(3'-0' MAX.)
AlUIoIIN!)!.,( 'C" ,...seA DOUBLE WIDE COVERING
OR AlIJI.IINl)hI CUTTER TYPE 1/ I
~';:~TA8lE:I. MAX. SPANS r~ AlW1NlJ!.I PNiS FOR ROOfO~RS
. /lLlJI,tlN1Jlo( 3105 H-14 OR H-2~ AlLOY
P,l.NEL $In: RQOI.l ROOF PANEL SPAN . V AS SHOWN ON DRA""NCS.
t-1/."x_I.O'x_O.02s-" STANO~D PANS._'-lj..x_',O'x_O,OJZ"_
JlO.:.O.H, __, _O,H, --2 _O,H, _--1-l0_0,H, __1' _O.H, -2' _O,H,_
100 w>H w, L. 1- 2-' 7'- 5" 8'- 2" 8'- 5" 8'- 8' 9'- 3"
110 IolPH W. L 6'-~' 6'- 8' 1- 6" 1- 6' T- 9" 8'- 6'
120 MPH W.L ~'-10" 6'- 2" T- I" 5'-10" 1- I' 1_11"
1-3/4"x_1.0'x_0,026' STANOARO PANS _1-3/4'x_1.0'x_0,032"_
JlO_O,H, __I' _O.H. --2' _O,H. __JlO_O,H. __I' _0.1{ _-2' _O.H,_
100 MPH w, L 1- 5- ]'- 7" 8'- 5' 8'- 9" 9'- 0' 9'- r
110 \.WH W. L 0'- 8" 0'-11' 1- 9' /-10- 8'- I" 8'- 9'
120 MPH w, l. 6'- l' 6'- 4" r- 3" I-I" ]'-~" 8'- Z"
)'x_1.0'x_0.026' STANDARD PANS '_Yx_'.O'x_O,OJ2"
____JlO_O,H.__ I' _o..H._-2' _O.H.___JlO_O.H. __ I' _O.H. _-2' _O.H._
100 MPH W, L. 13'-" 13'-.3" 1.3'- 8' 15'- 0' 15'- 8' 10'- 0"
110 IolPH w. L 11'- 9' 11'-11' 12'- 5' 13'-10' 14'- 0' 14'- 5'
120 \.WH w. L, 10'- 8. '0'-11' 11'- 5' 12'- 8' '2'-10' 1)'- 3"
NOTE: Z-QJPS CAN 6€: USED AT IolIO SPAN TO OBTNN LONGER SPANS AND ARE
RECQI.<!..lENDEO TO EUIoIINA T[ PAN RVIoI8lE.
TABU: I: \,lAX, SPANS FOR ROYAl AlUloIiNUIol STA:~DARO AND 2-1/2' SVPE:R PANS
rOR ROCi"Ov(RS
PANEL SlZE RQ()!.A ROOF' PANEL SPAN - ow" AS SHOWN ON DRA'MNG$.
l-t/4"x_1.0'x_D.019- AlLOY :llO~ H-14/25 _1-I/4-x_l0'x_0020"
_____--NO_O,H. __ l' _O.H _-2' _O.H.____~O_O.H. __,' _O.K. _-2' _OR_
100 ~PH w. L. 6'-10" 6'-11- 7'- 8" 7'- 2" 7'-~" 8'- Z"
"0 IolPH W. L. 5'-"" 6'- 3" T- 0" 6'- 5" 6'- 8" 7'- 6"
120 IolPH w. L. 5'- 4- 5'- g" 6'- r 50-10" 6'- 2' T-'"
2-1/2"x_1.0'x_0.022" AlLOY 3'0~ K-28 _2-1/2"x_',0'x_O,028"
______JlO_O.H.__ l' _O.H._-2' _O.H.___...NO_Q.K. __ l' _O.H. _-2' _O.H._
100 w>H W, L. 13'- 8" 14'- 0' 14'- 5" 15'- 9" 15'-10" 16'- J'
110 IolPH 'II. L. 12'- 7" 12'-10" 13'- 4" '4'- 4" 14'- 6" 14'-10"
120 \.WH w, L. ,,'- 6- \1'-'0. 12'- 4" 13'- 3- 1.30- 4" lS-Ie-
3"x_1.0'x_0.Q20" ALLOY 3105 H-28 3"x 1,0'x 0032'
____-.-NO_O,H __ l' _OH._-2' _O.H.=-_-=JlO.=0H. __;: _O.K.-2' _O.H_
100 IolPH W, t, 11'-10' 12'- 0" 16'- 6' 14'- 0" 14'- I" 14'- 6'
\10 I.(PH W. L. '0'- g" 10'-1\- 11'- 6" 12'- g" 12'-"" 13'- 4"
120 IJ.PH w. L. 10'-'" 10'- 3" 10'-\0" "'-1'- 12'-,. 12'- 7"
. TOTAL ROO\oI - ""OTIi ABOVE: ow" +LENGn; Of OVERHANGS OR SPAN LENcn; Ck
PANEL Be:MEN A."ICHOR POINTS. z-CtJP ANCHORS CAN BE ADDED
TO ACH[VE LONc(R sPA....S A."IO ARE R[CQI.(IoIENO(O 0 hllO 'SPA." TO
EUl.lI/o.:'" TE PAN RUhl9LE
0,019' "1.UI.lI~1.l COve:R PAN OR CONTlN\JOOS
RIOO IN$I..ILA nON
~
18 x 5/8' CORRO$lON RESlSTIV[
WASHER HEADED SCREWS 0 24"
OC AL TERNA TE 18 x 5/8' SlolS
w/ 1/2- D\AlolETER WASHER,
H
+-
Lw-1
TYPICAL PANEL
NOTES:
1. INSTAU RlGlD ,OA.Y ON$l..UTION INTO ).J.1)lJINUl.A ROOt PAN.
2 COYER lSSUlAnON '<'IIn; 0.0\9' PROTECTOR PANEL ....,n; O'vtRLAPPINC S(AMS,
.3. INSULA nON PANEL SHAll BE ClOS(D ....,n; AlUMINUI.( END CN' TO S(CUR( PlACD.lENT
AND TO DI$CjX)RA(;€ n-iE NEsnNC r:F ""'lDUFE AND OR IN'X:CTS,
.. PROTECTOR PANEL 'MlL Be: S(CI.!Rill BY 18 x 5/8" CORROSION R($ISllvE WASHER
HEADED ~WS.
5. SCREw PAl TERN WILL BE: 12" ON AlL PE:RII,(ETERS AND 24" O,c. nELD ON EACH PANEl.
5. ALU\.cI.'lU14 END CN''Mll 6€: ATTACHED 'Mn; .3 fSx'/2" CORROSION RESlSTlV( WA$l-,ER
HEADED ~WS,
7. SEAl AlL SCREW HEADS 'Mn; CAULKiNG,
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2- S€U fOAW INSU..A jl(foI
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DOUBLE 'Nt{)€: COVERING
TYPE I
0CIJElt! w<<
wren.! ~
'y{M TEt) Al1.J\CN\.N SCTFl T
c,..&L 0.. 0Sl.JfI:f S UoOi 04J
CP 1'lCNAl .au. st C1KJ';S
sP ~ (sa: TAa.E: 1)
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DOUBLE 'MDE COVERING
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TABU: 1 IU.X. sPANS ;~ ALIJ'o<<H\N PANS fOR R'OO(0\0{RS
AI..lJ\{M.I\I J' ~ H-14 ~ H - ~ Al..J.OY
P ANtI.. Sll! ~ ROOF' P ~ sP ~ . y AS SHO'Il'N ON ORA ~
1-1/4-'_1.0'11._0-026" STANOAAO PAHS _1-1/4"--.'.a'--.O-o.J2"'_
NO_OX_" _OX--1_0X----.JIO_O.H._,'_O.H.---2' _O.K.
'00 I.IPH 'ff. L. "1- 2- "1-~" 8'- r 8'-~" 8'- ~ g'- S" -
"0 IolP\o4 .... l. 5'-~. 5'- 8" "1- 5" "1- 5" "1- g" 8'- 6"
120 WP'r1 'ff. L. ~'-,O" 5'- r "1-'" 5"-10'"1- I" "1-""
I-J/,-,,-t.a"a_O.O~" ST~ PAHS _'-J{'""-'.O'>C.-O.OJ2"_
NO_O,X_l' _0.H.---2' _O'x-.JIO_O.H._I'_O.H.--1_~
100 ~ "'. l.. ."1-~" "1-'" 8'- ~- 8'- g" 9'- if 9'-'"
110 IolP\o4 ... L. &'- 13" 5'-,," "1- g" "1-10" 8'- 1" 8'- 9"
120 WP'r1 w. L. 5'- 1" 5'- ," "1-~" "1- .1" "1-~" 8'- I'
J",,-1.o'--.o..~- STAHO~ PANS ..S"a_l.o',,_O-ro2"
NO_O'x_t' _O-H.--1_0X----.JIO_0,X_,' _O.H.---2' _O.H._
100 IolP\o4 'ff, l. ,.3"- 1" 1.3"- S' IS- 13" l~'- 5" I~'- 8" 15'- a-
110 IolP\o4 'fl. L. ,,'- g" 11'-"" 12"- 5" 1.3"-10" '4'- 0" ,,'- 5"
120 ~ ..... L. Ia'- 13" '0'-11" 11'-~. 12"- t!" 12"-10" 1.3"- S"
!oIO~ Z--CU>S <:AN ee: vsm AT WID sPAN TO oaTAIl'( ~ SPANS AHJ ~
Rt~OlOEl) TO El..r\oIlNATE P~ R\/l.I8l.E.
TABU: I: \(AX" sPANS ;OR ROYAl .A.l1.i'W1N\J\l STANOARO AXO 2-11X' ~ PANS
r~ RClCf'Q"vtRS
P AN(l.. SIZE ~ ROOF P A.'IEl.. SP ~ . y AS SHOWN ON ORA ~
1-1/'.,_lo'--.O.~19" AlLOY ~1~ M-I'/25 _1-1/4",,_1.0'a_o.O~
NO_O.H._t'_O.H.--1_0X-.JIO_O.H._,'_o.x.--1 J).H._
100 ~ 'fl. l. &'-10. 5'-11" "1- ~ "1- 2" "1-~" 8'- 2'"
110 I.@H 'fl. l. 5'-"- 5'- S' "1- 0" 6'- 5" 6'- 8" "1- 0'
'20 IolP\o4 'fI, L. 5'- ," ~'- g" 6"-'" S"-Io" 5'- r "1- I"
2-1/2"--.1.0',,_0.022" .ALlOY JI~ -28 ,J-IIX'--.'.o',,_o.rn8"
.NO_O,X_I'_OX-.2' _0.M.---1'f0_0J0C~_f' _O.H.--1_0J0c._
100 ~ 'fI, l. '.3"- S" ,,'- 0" 14'- S. 15'- g" 15'-10" 15-- S"
110 IolP\o4 .... l. 12'-'" 12"-10" 1.3"- ," 1"- ," 14'- 5" 14'-1a-
120 ~ ..... L. 11'- 13" 11'-10" 12"- ," IS- S' 1S- 4" 1S-Ie"'
S"--.1.o'a_0-~~. ALlOY JIOS M-28 ..S"--.I.o'--.o.~ _ .
.N0_O,X_"_O.M.--1_0.H.----.JI0_OX_"_O.H.--1_0.H._
100 IoC?H 'fI, l. \1'-10" 12'- 0" 15'- 0' 1"- If 14'-,. ,4"- 0-
110 ~ .... L. 10'- g" 10'-1'" 11'- 6" 12"- g" 12'-"" ,,3"- ,"
120 WP'r1 ..... L. IQ'- I" 10'- S' 10'-lif "'-'1" '2'- 1" 12"-'"
. TQTAL ROCW - lI<lT;( A8O'Vt ..... +lLNCiM Cf' ~ OR SP>>4 lDIG1'H ~
p"",o. en~:!N ~ F'OlNTS. I-CUP ANOIORS CAN ee: ,A.OO€D
TO ~M L~R sP}Jo($ ~ AAt Rt:~ 0 Iro sPAN TO
E1JW:NA TE p ~ ~9lL
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Tl"P1CAl PANEL
NOTES:
1. t.'ST AU.. RlQO fOA!.l lNSl.V- TICH "'TO ALlI\iHJU. ROCf' PAN..
2. CC~ NSU..AnQN ....T;( 0.019" PROTECT~ P"'''/U "''111 ~ S()J.IS.
.l. IN'Sl.UTlON P......o. ~ B( o..OSED WITH AlVlollNVll (NO o.P TO ~~ ~r .
~O TO ~ n-<t NESTNG Cf' ~ AXO ~ ~CTS.
'. ~T!~ P.AMl. WU B( SE~ BY 18 11. 5%' ~~ ~ W~~
HEADED SCl'<':EWS.
~ ~ PA~ 'MlI. B( IX' ON .au. ptR:IoI8'(RS AND 2'" O.c. nuo. ~ u.o~ P....'l(L
6. Al.L.'\l~'W QoIO CloP wu. B( ATT.lO<ED WIT;( J 1&1/2. ~ON RtSlS'O'.-'E W-'SHtR
"'E}'oco SCREwS.
7. SE.AL J.C. S<Yt lit f((.A!)S 1lI T1-4 CAl.Jt)c: IN Go
ALTERNATE ROOF OVER CONNECTION: USE 2.x 2"x 0,044" TUBING /.
AROUND THE ROOF PERIMETER. CONNECT TO THE CCADi WITH
# lOx 3" THROUGH THE 2"x 2" @ 16" O,C, HITO THE ROOF FRAME
OR t ax 1-1/2" TROUGH A SCREW BOSS IN THE TOP OF THE l"x 2"
THROUGH THE BOTTOM OF THE 2"x 2" @ 16" O,C, INTO THE ROOF
FRAME, 2"x 2" FRAMING ALONG THE RIDGE CAN BE USED IN LIEU OF
DETAILS SHOWN, 2"x 2" FRAMING AT THE MID-POINT BETWEE.~ RIDGE
A."lD EDGE OF THE ROOF MAY BE USED TO EXTEND ROOF P~ SP~S,
MID-POINT FRAMING SHALL BE ~CHORED INTO THE ROOF FRAME,
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