HomeMy WebLinkAbout97-7283
BUILDING PERMIT .7283
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
JJ
b~-!)()
Date Jl... - -.3 --7')
BUILDING
:2~-:iJV
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
P,"perty Owne" ,~
Job Address: <38-Z'L;;;L
Parcel 1.0, #
lJ1d;~
Water Conn:
Water Meter;
T,I.F.'s;
Zoning: Energy Code; ~ Radon Gas: /, ()JY
Description of wo~~ ~ J ~. J"
NO OCCUPANCY BEFORE C.O.
FINAL .3- /0 -cp
DATE
Complete Plans. Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances.
C.o.
DATE
City License Registration #
State Certified License#
Permit Fee
Signat .
Company
Address
Telephone#
Valuation or '
Contract Price ~ 0 :;J..{) ; ti7J
~
BUILDING
t'~
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
P-/rr /97/. J /
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
~rivew ~'6
v IIIJV>t ' J V
\ 1Y ~/?6 \G
REINSPECTJON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 'J..6-:OO'I shall be made for each trip for each trade:
..2.!>':tTV
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.
LOREN MANCHESTER
38402 BRIDGE AVENUE
.3
SQ. FEET PRICE
MAIN OR LIVING AREA 108 $ 40.00
OTHER AREA UNDER ROOF - $ 15.00
OTHER - $ 0.85
VALUATION $ 4,320.00
FEE SHEET $ 45.00
ADDRESS $ -
DRIVEWAY $ -
BUILDING: $ 67.50
ELECTRICAL: $ 25.00
PLUMBING: $ -
MECHANICAL: $ -
RADON: $ 1.08
CREDIT: $ -
TOTAL $ 93,58
I
SEWER:I $
WATER: $
TOTAL: $
- I
3/4" WATER METER:~ $
- l
I
TI~I:
: I
TOTAL: $
93.58
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
J I / J- b -9 7
J
J
? ~3- 7'19;),
OWNER'S NAKE
Loyer) fv\gnc--~e6kv
3X" DL/;;l. ~'riotj-c AVL_,
LJ; t) ~r5 M l+ pC(}- 1<-
PHONE
OWNER'S ADDRESS
\
'--,
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL LD.'
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction ~ddition ---Alteration _Repair _Install
_Sign _Nove _Deaolish
PROPOSED USE: ~ngle Faaiiy _N/F _' of Units _N/H
_eo..ercial _Indust. _Swia. Pool _Other
_Restaurant & Health Depar~ent Approval
DESCRIPTION OF WORK:~ ~i+ion -
BUILDING SIZE: ~x 1:<.. /00 Square Feet. 7 ~ '/ Height
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COKHERCIAL ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~UILDING
V;LECTRICAL
$
oC
7.5D - Valuation of Total Construction
PERMITS REOUESTED
AKP Service Florida Power Corp.
W.R.E.C.
_HECHAlfICAL
$
Valuation of Mechanical Installation
_PLUKBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FIRISBED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
.*****************************************
PLUKBER
Signature
COMPANY
State Cert. or Regist. .
City License Registration .
******************************************
HECHAtUCAL
COMPANY
State Cert. or Regist. .
City License Registration .
************~*****************************
Signature
OTRF.R
COMPANY
State Cert. or Regist. .
City License Registration ,
.*..**.*.**..************.********........,
cf . c "
Signature
'!,. ,
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDl'fIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The"undersigned understands that this per.it .ay be subject to "deed restrictions" which .ay be lOre restrictive than City
regulations. The undersigned assUles respon8ibility for co.pliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they .ay be required to be licensed in accordance with
state and local regulation8. If the contractor is not licensed as ,required by law, both the owner and contractor lay be
cited for a .isdeteanor violation under state law. If the owner or intended contractor are uncertain as to wbat licenSing
requirelents .ay apply for the intended work, they are advised to contac~ the City of Zephyrbills Building Departlent, (813)
788-6611. ,
Furtber.ore, 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 IIhich they lIill be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the 1I0rk. If the contractor wisbes you to sign
as contractor that .ay be an indication that he is not properly licensed and is not entitled to per.itting priVileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
/,!
,
D. CONSTRUCTION LIEN ~W (ClffiPTER 713, FLORIDA STATUTES1 AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law _ HoIeoIner's Protection
Guide" prepared by the Florida Depart.ent of Agriculture and ConsUler Affairs. If the applicant is SOleOne other tban the
"owner", I certify that I have obtained a copy of the above described docu.ent and pro.ise in good faith to deliver it to the
"owner" prior to couencelent.
E. CONTRACTOR I SjOWNER I S AFFIDAVI'f
I certify that all the infor.ation in this application is accurate and that all 1I0rk will be done in cOlpliance with all
applicable lalls regulating construction, zoning, and land developlent.
1\
Application is hereby .ade to obtain a per.it to do 1I0rk and installation as indicated. I certiff that no wort or
installation has cOllenced prior to issuance of a per.it and that all work lIill be perforled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of otber goverfilental agencies .ay apply to tbe intended work, and that it is
.y responsibility to identify IIhat actions I .ust take to be in co.pliance. Such agencies include but are not lilited to:
t Departlent of Hnvirofilental Regulation - Cypress Bayheads, Wetland Areas and Hnvirofilentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t Ar.y Corps of Hngineers - Seallalls, Docks, Navigable Waterways
t Departlent of Healtb & Rehabilitative Services, HnvirGnlental Health Unit - Wells, Wastellater Treatlent, Septic Tanks
t US Envirofilental Protection Agency - Asbestos abatelent
I also certify that, if fill .aterial is to be used in Flood Zone "An or "A,etc.", it is understood that a drainage plan
addressing a "co.pensating volUle" lIill be sub.itted IIbicb is prepared by a professional engineer registered in the State of
Florida prior to per.it, issuance.
. A per.it issued shall be construed to be a license to proceed lIith tbe work and not as authoritf to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall is~u~nce of a per.it prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of anf code. Iverf petlit issued shall becoIe invalid
unless the work authorized by such per.it is cOllenced within Sil IOnths of issuance, or if wort authorized by the pertit is
suspended or abandoned for a period of sil IOnths after the ti.e the 1I0rk is cOllenced. One 90 day 81tension of tile, I8f be
allowed for the per.it lIith fee charge of '15.00. Tbe extension shall be requested in IIriting to the Building Official. An
approved inspection .ust be logged during each sil IOntb period, or tbe project lIill be considered ab~ned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHHNCEHENT MAY RESULT IN YOUR PAYING filCK FOR IHPROVBlllftS TO YOUR
PROPERTY. IF YOU IHTEND TO OBTAIN FIHANCING, ,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEP.ORB RICORDIHG YOUR NOIICI OF
CONK CIHBNT JOBS UIDIR ,500 1M VAlUE 00 I ME IV IIOORO 0 IUS! A '~ II'. .
SIGNATURE: TRACTOR
, I
STATE OF FLORIDA -;) C
COUny OF rQ5 0
The foregOing instr~n~~was acknOWledged
before me this ~y AlO)!, 193!l by
STATE OF LOR IDA ~
COUNTY OF ..vasco
The foregoing ~~~i~~was aCknowledged
before me this , , 19~ by
who is personally known to me or who has
produced
as identification and who did/did not
tak}; an oa tb. 1Vl, ' //'"'</lJz I..
f.J1. h /~ .1..t' ~0Yl ~_.JlQ/YL/
(Signature)', .
who is personally known to me or who has
produced
as identification and who did/did not
tiiAe an oa~h. N7 /'"1.'\/" J-../1 1'-. .h /l
W h h 1 0 L!..JfL!..JdLc,u u U;~'\.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
-
~
-
CARRIE MONBARREN
Public - State, c' FlOrida
Notarv 23 2001
My CC'M-,'~lon ExpIres Apr ,
Cn'"''':i'o,lon # CC640942
~
CARRIE MONBARREN
Notary Public - State of Florida
My Commission expires Apr 23. 2001
Commission # CC640942
,
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CITY OF ZEPHYRHILLS BUILDING
Lor e ~\ (VI c\ Y\ ChC'f-)-\-~ \("'
3'--6 o~t ~ ~rlc\0e / '
w: Y)1-~v-'-"\ MM- Pq\r L
OWNER
JOB LOCATION
PARCEL 1.0.' #
DEPARTMENT
SHOW ALL EXISTING 6: PROPOSED STRUCl"URES G~ING DIMENSIONS 6: SETBACKS.
35
(NOTE EXAMPLES 1 & 2) @REETJ
1. SETBACKS FOR R1, R2 ZONING
60'
10'
P-,--E~
R X
0 I
10' P S 10'
0 T 1 0'
S I
E N
0 G
20'
FRONT PROPERTY LINE
IJ i/,t/ K( /v
~/
/I-Ij/- 1)
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
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(A'rfb~ ~lkH~ RV / (p.$ f
1;1 'fb>o BvW~ 8/G;)8
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q~
..
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FRONT PROPERTY LINE
_ L..-
2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30 ' DUPLEX
FRONT PROPERTY LINE
YYV~.
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FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600C-93 Residential Limited Applications Prescriptive Method C CENTRAL 4 5 6
Small Additions and Renovations Department of Community Affairs
Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6OQC-93 for additions of 600 square feet or less, site- installed components
of manufactured homes, and renovations to single and multifamily residences, A1temative methods are provided for additions by use of Form 6008-93 or 6OOA-93,
PROJECT NAME: D e..-.. BUILDER: [U 1/
AND ADDRESS: PERMITTING CLIMATE 0 D D
OFFICE: ZONE: 4 5 6
OWNER: PERMITNO.aIITIIJ:J JURISDICTION NO.: ITIJIIJ
SMALL ADDITIONS TO EXISTI G RESIDENCES (600 Square feet or less of conditioned area), Prescriptive requirements in Tables 6C-', 6C-2 and 6C-3 apply only to the
components of the addition, not to the existing building, Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed
Specifically to selVe the addition or is being installed in conjunction with the addition construction, Components separating unconditioned spaces from conditioned spaces must
meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 3()OA, of the assessed value of the building).
Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS, Only site-
instaRed cornponems and features are oovered by this form, ' Please Print CK
1. Renovation, Addition or Manufactured Home
2. Single family detached or Multifamily attached
3. If Multifamily-No. of units covered ,by this submission
4. Conditioned floor area (sq. ft.)
5. Predominant eave overhang (ft.)
6. Porch overhang length (ft.)
7. Glass area and type:
a. Clear glass
b. Tint, film or solar screen
8. Percentage of glass to floor area
9. Floor type and insulation:
a. Slab on grade (R-value)
b. Wood, raised (R-value)
c. Wood, common (R-value)
d. Concrete, raised (R-value)
e. Concrete, common (R-value)
10. Wall type and insulation:
a. Exterior:
1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
b. Adjacent:
1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
c. Marriage Walls of Multiple Units. (YesINo)
11. Ceiling type and insulation:
a. Under attic (Insulation R-value)
b. Single assembly (Insulation R-value)
12. Cooling system*
(Types: central, room unit, pr>ckage terminal A.C., none)
13. Heating system*:
(Types: heat pump, elee. strip, natural gas. L.P. gas, room or PTAC. none)
14. Air Distribution System*:
a. Backflow damper or single package systems* (Yes/No)
b. Ducts on marriage walls adequately sealed* (YesINo)
15. Hot water system:
(Types: elee., natural gas. other, none)
. Pertains to manufactured es with site stalled compon
-1-
1.
2.
3.
4.
5.
6.
7a.
7b.
8.
Single P.ane
/ D sq. ft.
sq. ft.
If) %
Double f:>ane
sq. ft.
sq. ft.
9a.
9b.
9c.
9d.
ge.
R=
R= If
R=
R=
R=
sq. ft.
log sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
;)/D sq. ft.
sq. ft.
'(0 sq. ft.
10a-1 R=
10a-2 R= I(
10b-1 R=
10b-2 R= / (
10c
CI;mate Zones 4- 5 '3
TABLE 6C.1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Fl and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE-INStAlLED COMPONENTS OF MANUFACTURED HOMES.
MINIMUM INSTALLED
EQUIPMENT EFFICIENCY EFFICIENCY
(!l Central AlC - Spl~ SEER = 10.0 SEER = -
z
::; -Single Pkg, SEER = 9.7 SEER = -
0
0 Room unit or PT AC EER = 8.5" EER =
u -
Electric Resistance ANY
(!l Heat pump . Spl~ HSPF = 6.8 HSPF = -
z
~ . Single Pkg, HSPF = 6.6 HSPF = -
:c Room unit or PTHP COP = 2.7* HSPFI =
w -
u COP
<
0.. Gas, natural or propane
en AFUE = .78 AFUE =
-
Fuel Oil AFUE = ,78 AFUE = -
a: Electric Resistance EF = .88 EF =
~w -
O!;(
:c~ Gas; Natural or L.P, EF = .54 EF = -
Fuel Oil EF = .54 EF =
" See Table 6-3, 6-7
MINIMUM INSULATION
COMPONENT INSULA nON INSTALLED
Concrete R-5
(/) Frame, 2' x 4' R-11 1<=: I \
-l Frame, 2' x 6'
-l R-19
<{ Common, Frame R-11
~
Common, Masonry R-3
~ Under Attic .- R-30
z
:i Single Assembly; enclosed R-19
ill Single' Assembly; Opened R-10 tG'1l
0 Common, Frame R-11
(/) Slab-on-grade No Minimum
II: Raised Wood R-11 ~-\I
0
0 Raised Concrete R,5
-l
II. Common, Frame R-11
r-
0 In unconditioned space R-6
::>
0 In conditioned space No minimu"!'
TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN AOOmONS ONLY
Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum%- Installed % =
~SS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED
(UP TO 20% ~ UP TO 30% UP TO 40% UP TO 50%
Sing~ Double Single Double Single Double Single Double
OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC
1'- 1.0 0'- .90 2'- 1.0 1'- .90 3' - 1.0 2'- .90 4'- 1.0 3'- .90
0'. .86 1'- .86 0" .70 2'- .86 1'- ,70 3'- .86 2'- ,70
0'- .65 1', .65 0'- .50 2'- .65 1'- .50
0'- .45 1'- .45 0', .40
0'- .35
Shading coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86.
TABLE 6C-31 MINIMUM REQUIREMENTS FOR ALL PACKAGES
COMPONENTS SECTION REQUIREMENTS CHEC~
exterior JoInts & Cracks 606.1 To be caulked, gasketed, weather-stripped or otherwise sealed. V
Interior Joints & Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. V
Sore lit TOp Plates 601'.1 Sole plates ana penetratIons through top plates of extenor walls must be sealed, 1/
Infiltration Barrier 606.1 Infiltration bamer must be installed in exterior walls & raised wood floors. ~
Fireplaces 606.1 Fireplaces must have flue dampers, glass doors and outside combustion air intakes. '----"
Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion
devices with integral exhaust ductwork. - -
Combustion 606,1 Combustion space and water heating systems must be provided with outside combustion air,
Heating eXcept for direct vent appliances. -
Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric)
or cutoff (gas) must be provided, External or buiR-in heat trap required. - -
Swimming 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a
Pools & Spas pump timer. Gas spa & pool heaters must have minimum thennal efficiency of 78%. -
Hot Water Pipes 612.1 Insulation is required for hot water circulating systems, (including heat recovery units) and the first
8' of piping from the water heater (or until piping enters an insulated wall or slab). -
Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG.
HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached,
Construction, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be -
Insulation & Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets.
HV AC Controls 607.1 Separate readily accessible manual or automatic thennostat for each system. '--
GENERAl DIRECTIONS:
1, On Table 6C-1 indicate the R-vaIue of the insulation being added to each component and the eIliciency levels of the equipment being lnstaIIed. All R.vaIues and efficiencies instaled roost meet or exceed the minimum values
listed, ComponenIS and equipment neither being added nor renovated may be left blank,
2, ADDmONS ONlY. Determine the percentage of new glass to conditioned floor area in the aMmon as follows. T o1aIthe areas of an glass windows, sliding glass doors and glass door panels. Double the area of an non.
vertical roof glass and add ~ to the previous total, When glass in existing exterior waDs is being removed or enclosed by the add"Ition, an amount equal to the total area 01 this glass may be lMltracted from the total glass area.
Divide the adjusted glass area tolaf by the conditiOned floor area of the addition. Multiply by 100 to get the percent, Fmd the largest glass percentage lJlder which your caJculated pen:entage laHs on Table 6C-2. Prescriptives
are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shacfing coelfident (SC), For a given glass type and OYe!hang,the minirrun shading coelficienI aIowed is specified. AduaI glass
v.indows and doors previously in the exterior walls of the house and being reirlStafted in the addition, do not have to comply with the overt1ang and shading coelficient requirements on Table 6C-2. All new glass in the add"1tion
must meet the requlrtrI'IInI for one of tht optIona In the glUll percentaga category you Indlcated, Tha ovarllang (OH) dIalanCIlII maaaurtd perpanckularty lnlm tht laca ol1he gIaas 10 a polnt directly under 1he outermost edge
of the over11ilng, '
3, RENOVATIONS ONlY, Replacement glass needs 10 meet the following requirements, AIry glass type and shading coefficient may be U5e!I for glass areas which are under at least a two foot overhang and whose lowest
edge does not extend luI1her than 8 feet from the overhang, Glass areas being renovated that do not meet this criteria mus1 be either singIe-pane tinted, doubIe-pane clear or doubIe-pane tinted,
4, Complete the information requested on the top hall of page 1.
5, Read "Minimum Requirements for Small Additions and Renovations", Table 6C.3, and check all applicable ~ems,
6, Read, sign and date the "Owner/Agent" certlfication statement on page 1,
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wnrt GAL. V AHZED POST
TYPlCAL WOOD DECK
1) .A.LJ.. WALL f'"FWoHl 18" Ct4 CCNTER
(E:(~ 24. Ct4 CCNTER ~
WO<<) STCAAGe ROCM)
2) PEl'l POST C/IH BE BOLTED TO
SlAB OR CCHrNJOUS FOO~
OR HAVC ISOlATED ~
FOOTER ~CH PER
(sa: DET AU
3) cemR S~ FE<.U=>a) F
DEPTH a: DECl( EXca:os '0'-0-
4. .( .. ~ TA!:A TED PN:
CA :r .( 3" .( 0.000" ~
318" .( 5" BOLT
L.EDG6'l SLPPCAT
4)~ ANCHOA ~CH JOIST
TO cemR S~
LEDGER SUPPORT DETAL
'1<-
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,
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.
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F PI. '("WO<XJ IS USED FCA ~ ~cn3
wml Fcc. B),Cl<EO FOAM 8El4Q USED FOR nt:
V APOfl ~ VlSQt.eE. T AA PAPER OR
SQ.E OnER SUT ABLe PflOOUCT I.<<JST BE
USED OVER TI-E WO<<)
/
00UlLE 2 .( 4 TCR pun:
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BAACUl FCA 00'N:R3 SHAll. Ell! vr .. PI.. 'f
COX fit. '(WOOD FOA 'i'KXXJ Sn.os _ 2." o.c.
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PfESSOOAAO OR COX PI. YWO<XJ
(CP1'1CNAl) 0,006 I.4L VJSOLeE OR
'6#FaTV~~
(CP1'1CNAl) FCf.. BACl<EO 314. CA
vr FOAM NSU..A1'1ON VAPOR ~
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FOA Sm.JC1iJW. GfW::E n-EflMAL PI.. 'f sn.os
SHAll. BE 18" o.c. An) MAJ..U) CA St::;FEN
PATl"ER'4 $.lJ.E AS COX wmt WLS CA sa:E'N$
PER MA.'u: AC11.fe'\S S?ECI'lCA TlONS
AlTER'lATC BAACUl SHAll. BE 1-114" lC 14 GA.
G/oLV,lHZED CCt. ~ X.BAACl:D TO S11..OO wmt
(1) t&f CCf,I,4ON PER sn.o CA 1-114" lC, 0.040"
~ ST'RAP X.BAACl:D AKJ ~ TO sn.os
wmt (2) 1-114" ~ WLS ~CH STtO
Fcc. TAPE AlL .JCf'(TS
VMt. $U'lG TYPlCAl
$U'lG :s TO BE NALED ~ 18" o.c. TO
t.WU'ACT1..R:l'lS SPECI'lCATlONS AKJ
tosTRUCTlONS AS SLPPlED BV nt:
VM1.. $U'lG CCM' AN'(
NAUlQ:
$U'lG OVER FI..ff'<Hl S"ffiPS:
r sw.n< All.WUrl WLS CA EaUAl
$U'lG OVER FOAM:
1-314. ~ Al~ WLS CA EQUAl.
TYP1CAL WOOD FRAME
A IT ACt-E) TO ST ANOARD CONSTRUCTED HOME
cQ. t<<Ofb~Lv~ t+~~~ tlYAN'..<,~r\C:T".-1{1...k~ AFTlt.k V~e.4
~
<(
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1.1.
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$U'lG PACf'EtlJ.:( APPLE!) OYm F'RCiPEa. V
FRA,I,EO STHJCT\.flS ~S wmt W MP.H.
no MP.H. An) 120 MP.H. 'WN) ZOtES
SPECFEO N saca AKJ BOCA COCES
HEADER SPAN TABLE
HEADER SPANS FOR EXTERIOR BEARING WALLS FOR
HEADERS CONSTRCCTED OF II 2 GRADE SPRUCE. PrNE. OR FIR WI y,"
PL YWOOD SPACER. SUPPORTlNG ROOF AJ>oiD CEILiNG LOADS ONL Y
DESIGN W11'D LOADIAPPLIED LOAD
110 MPH/ 25#/SF 120 MPH/ 29#/SF 140 MPH/ 40#/SF
BUlLDiNG WlDTH (SEE NOTE I)
SPA."l SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN
NJ NJ NJ NJ NJ NJ NJ NJ NJ
20 28 36 20 28 36 20 2S 36
3'.6" 3'- 2" I 2'.10" 3'.2" 2'.9" 2'.6. 2'.[0" 2'.6" 2'.3"
5'.5" 4'. S" 4'- 2" I 4'. S" I 4'. I" 3'. S" 2 4'.2" 3'. S" 2 3'- 3" 2
6'.10" 1 5'.11" 2 5'.4" 2 5'.11. 2 5'.2" 2 4'.7" 2 5'.4" 2 4'-7" 2 4'- I" 2
S'.S" 2 7'.3" 2 6'.6" 2 7'- )" 2 6'. )" 2 5'.7" 2 6'.6" 2 5'.7" 2 5'.0" 2
9'.9" 2 8'.5" 2 7'.6" 2 S'.S" 2 7'. )" 2 6'.6" 2 7'.6" 2 6'.6" 2 5'.10" 3
u.i r; ..
a.:~~
--~ i .
- I'-
(]) ~ I'-
2!~~~
(]) :>-1'-,
OJ ~~~
u.i~~~~
~w!l~
~eg
::..10
",::;;a;
, ~ 08 1991
SIZE
2-2"" 4"
2.2 "" 6"
JOIST ElUCl<STS 2 .( S FlCXA .IOlST
18" OH ~
2.2"" S"
2.2",,10"
2.2",,12"
NOTES:
oo..eu: 2 .( S GA:>€R
I.
NJ IS THE REQUlRED NU~ER OF JACK STUDS,lF THE II OF JACK STtJDS IS I, THE HEADER
MA Y BE Sl.,'PPORTED BY A SE.\1CO OR EQUAL JOIST BUCKET.
USE 110 MPH/2S II/SF FOR WIND DESIGN SPEEDS LESS THAN 110,
BUILDING WIDTH IS MEASCRED PERPENDlCUUR TO THE RIDGE. FOR WIDTHS BETWEEN
IDOSE SHOWN, SP A.1o;S MAYBE INTERPOLATED,
Wind Load to Snow Load Conversion Table
---..--
50 'fear Snow Load Design Snow Load Equivalent WInd and Building Condition
_~. 25 _~ I Sq. Ft. = 3.151# I Sq, Fl 95 M,P,H, : Open Building
_ __~..: 301# I Sq, Ft. = 15.171# I Sq. Ft. 100 M,P,H,: Open Building
__2~~]~I#/Sq.FI.= 17.191#/Sq.Ft. 120M,P,H,: Open Building
_}6 ._6o.~I_~9.:~I~:,_____~' 341#1 Sq, Fl. 110 M,P,H.: Endosed Buildi~_
61 . 79 ~,! Sq, FI:_=--___~:29 ~ I Sq, Fl.___ ~~O ME~~~osed Building ___
Notes:
Select roof or wall members from appropriate wind load tables
o
~
l
NOTE: SCE se~ /oEJ(T PAGe
TYPICAL WOOD DECK FRAMING PlAN
2.
3,
JCJIDB NA:\~~-'~-
ADra(;~3
1
D'"' "\!.fl"'!r1-.~::-;-":"~7-R'~Tpc.RMJTON~,Yv~
r\""\lI' .'t',.' "-'.., ,,,".' I "_4'" . . OF
7
c,j'l- 7 )f]
2 l( 6
v
2 SM'SON H- 5 ClPS OR EQUAL
DOU3lE 2" l( 6" P.T.? wm1 314.
Pl YWO<XJ (PT) SP AaR NALEO Wl111
t16d CQMo.1ON GAlV. (2) EACH 16. 0,0.
CENTER OF GIRDER
SECTION B-B
CONCRETE BLOC!< OA mEA TED WOOD
PERS AT 8'-0" O,C.
CONCl'lETE BLOC!< PERS AT 8'-0" 0,0.
CONSTRUCTED ON 4 l( 16 l( 16 CONCRETE
FOOTNG PAD, CEllS POLflED SOUl Wffii
(2) t~ BARS AU) (1) SM'SON H-6
ANCHOA N EACH CElL FASTEl'e TO
DOU3lE 2 l( 8 GR)ER
2 l( 6 flOOR J04STS FASTENED TO
DOU3lE 2 l( 8 GRlER wm1 SM'SON
H- 2.5 ~A/'oE ANCHORS AT 16'" 0.0.
3/4' P.T, Pl YWO<XJ OA 2 l( 8 P,T. DECKNG
FOOTING TO DECK CONNECTION
SECTION A-A
CONCRETE BLOC!< PERS AT 8'.0" 0,0.
CONSTRUCTED ON <4 l( 16 l( 16 CONCRETE
FOOTNG PAD
AUGER AT EACH PER FASTEl'e TO 2 l( 8
GflOER wm1 FlAT STRAP
2 l( 6 flOOR J04STS FASTENED TO DOU3lE
2 l( 8 GflOER WITH SM'SON H- 2.5
fUlRlCA/'oE ANCHORS AT 16'" 0.0.
314' P,T. Pl YWO<XJ OR 2 l( 6 P,T, DECKNG
ALTERNATE FOOTING TO DECK CONNECTION
SECTION A- A
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12"
12"" WIDE RISER (INDUSTRY STANDARD) ROOF PANEL
~[]
1
E.P.S, CORE
48"
/
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
r J
Ll
48"'
~
1
ASS EZ.LOK 3" x 0.024" x 48" ROOF PANEL
I
J:
~
r
1
RIGD NSU.A TION
/, /, /.......
w
TYPICAL NSULA TED PANEL
If
1
r
1
ALt>>N.M SKN
SI)E PAl'€. C<:iI'U:CTKlNS VAAY
(00 NOT AFfECT PNa.. SPANS)
safCT P Na.. DEPTH FROM TABlES
0,0145" ALLt.HJ.4 COYffi pm OR
CCNTHJOUS ALLJ.H..t,l SI-EET
'S )( 5/8" ~ RESISTIVE
W....Sl-~ HOADeD ~S....T 24"
0.0. ....L TUlNA TC '8 )( 5/8" SMS
WI 1/2" DVJ..ETER W....Sl-ER.
..
NOTES:
1. NST.All RIGD FOAM NSlUTION mo ~ AOC4" pm.
2. COYffi NSLlATlON WITH 0.019" PflOTECTOR p,va. wmt OVERl..APPtJG SEAMS.
3. NSU.ATlON p,va. SHALl. BE ClOSED WITH Al..l...f,fl..t En) CAP TO SECU'll! PlAca.ENT
Atf) TO DISCOl.AAGE nE ~STN3 CA' WLDlFC Atf) OR NSECTS.
.... PflOTECTOR p,tJ'B. WlL BE SECI..REo BY IS )( 5/8" COffiOSION RESlSTlVE W....Sl-ER
t-E'.OED SCREWS.
5. $CFE'N PA~ WlL BE 12" ON.All ~s An) 24" 0.0. FElD ON EAOi PNB..
5. ~w En) CAP WlL BE ATT....Cl-ED WIlli (3) '8xV2" CORflOSION RESISTIVE WASl-ER
t-E'.OED SCREWS.
A TT AOi sanES TO COM'OSrTE ROOF P,tJ'B.
WIlli NXlSTRIAl ADl-ESNE .
(2) CCNTHJOUS 114' Lt-ES PER Sl-..nE 4" TO a- 0,0.
. ctn4 REX-PI. PREJ.<<.J,f 94S I.R1liME Aa-ESlVE
. OS! - RF140
ALLY'.u.4 F ACUl
EXPAtaD POLYSTYRe.e OR POLY1SOCY.on.RATC
NOTE: ~........ SlOPE 114" PEA FOOT ....a;N NXIS"TRAL
ADl-ESNE IS USED FOR ATTACH.VIT
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Table 5: Allowable Spans for Roof Pan Panel Products for Various Loads
lndustsy Standard Products 3105 H.14 or H.25 Aluminum Alloy
1.Y.M x 12:'.x ~~~:'~a!l~!s_.____ I
Open Buildings Enclosed Buildings
Wlnd-Ap.plled---Overhang Condition ' rApplied Overhang Condition
Region ,LoadN"oNE;",..o:-. - N" 3'-o~.~-o"~ Load NONE. 1'-0" , r-o" ! 3'-0" J 4'-0" ~
. 102li!,,~.=--=-17 ~;i~;;-T!:'1;; ~.7;-1' 9'~9'"-T1,c;t=3s:.=- S'.10". 6'.2"~+- ~.S' na
110 M.P,H.' 20 ,r.l' i r~, 9'.3. I 10'-,!j' I 35 S'-4. ! S'-,!j. , 6'-,!j. '~.(1' na
li~M.P,H-=-f23--r--s.~O" I N' ~.11' 10'-4' 41 4'.\1' i S'-4' \ 6'-4' ! 7'.'l' na
125 M.P,H. 26 1 6'.2" I 6'-6. r-4' ~.7" 10'.'" 45 S'.l' 6'.2" r.7" na
....._.___._. I
ll44M,P,H~32 , S'.7' j S'.ll" 6'.10" i ~.2' 9'.9" 56 4'-,!j' Is'.,O" r-4'
, 1.Y.M X 12M x 0,032" Panels
Open Buildings Enclosed Buildings
. .Wind-': Applied Overhang Condition Applied Overhang Condition I
Re~ion _ _L.oaj_ NONE -I'~"2~3'-O' i 4'-0" I Loa~. _ NONE 1'-0" ! r-o" ~
102M,P,H,., ~~~~:3:"~10'.10"1 12'.(1' 1~9_~L!::~:JJ'1"I, 9'.2' 110'.7" I
110M.~,H~_.~~_~3':'~~.:6_' 9',2' i 10'.3' 1 '~35 6'.3. 6'.7" r-s" ~-,!j' 10'.2" I
, 12~M!"H:.:"'..2~_---2'.~1' I 8'-,!j. : 9'.9" i '1'.'" 41 S'.9" 6'.1' r.(1' ~-4.' na ]
125 ~P'~'._. 26 r.3. ! 7'-6. I ~-4" E~'~ 45 S'-6. S'.10" , 6'.10"' ~.2"
140 M,P,H.' 32 6'.7" ! 6'.'0" , 7'-,!j' j ~,"', 10'-4": 56 4'.11" ,S'-4. 6'-4. 1'.9'"
1.'I.M X 12" x 0,026" Panels
-.-.-------
Open Buildings Enclosed Buildings
- . wirid~pplied ' Overhang Condition I Applied Overhang Condition
Region Load NONE' 1'-0" r-o" 3'-0" 4'-0" Load NONE 1'-0' __ ~~:. ,_ ~'~~
102 M.P,H. ..'1 ~-O. ~.3"' if.,,; '1i7~;-12'~- -- 29' -6'.2' 6'.5" 7'-4" ~.7"' 10'.'"
110 M.P,H. 2.Q 7'.5" r--8" 8"-5"'" ii3'" ~-1"..Q:;,.... 35 5'-7" 5'.1'" --o-.-,ti' 8'.z.----.,.--.--na-
120 M,P,H. 23 6'.1" 7'.2" 7'.1 l' 9".~". '1'.1' 41 S'.2" S'-6" _ 6'~" ,r.'1' ~~~
125 M.P,H, 26 6'-6" 6',9" r.7" 8'.10" 10'.10' 45 4','1' S'-4' 6'-4" r.9.; na ,
140 M,P,H. 32 S',10" 6'.2" 7'." 6'-4. 10'.4' 56 4'.5' '4'.10" 5'.". '--i;:s. rea-"
_ .__~..~ .--..L--_......J
...
1-'1'" x 12" x 0.032" Panels
-,--~- -~----- ._-_.~-
Open Buildings
Wind- jApplied~. Overhang Condition Applied
Region , Load i NONE' 1'.0" i r-o" , 3'~" I 4'-0" I Load
'.102 M,P,H. ~._~9'.s' i 9'.7" , 10'-3" ! '1'.2" ! 12'.(1' ! 29
1~~,!,H.'-20-=-.~~;;-_~:'l" : 9'-6.,! 10'-6. ! 11'-6. ! 35
12~~~.E., ..!~1.'_8'-4~~' 'O'."! '1'.1., 41
125 M.P,H. _~.. .i':!" .7:.10' _~.7" 9'-a., 10',10. 45
140 M,P,H, 32 6'.10' 1',2" r.11.' 9'.1. 10'-4. 56
na
na
na
Note: Total roof panel width = room width plus wall width plus overhang,
Table 6: Allowable Spans for Roof Pan Panel Products for Various Loads
Industry Standard Products 3105 H.14 or H.25 Aluminum Alloy
3" x 12" x 0.021" Panels
. ----_._--~--~--_._--~
Open Buildings
, Wind ! Applied . over~~ Applied
Region , Load ! NONE : 1'~" r~" 3'-0" 4'~" 1 Load
. -------+---- ~
102.M:.!':.ri:~_~.11": 13'.1" i 13'-7" 114'.3" , 'S'.3": 29
110M.P,H, 20 11'.'1"' 12'.1': 12'-7"' 13'-4. 114'-4', 35
". _ ..__..__~~,-~._L.::...
120M,P,H, 23 1".2.: '1'-4' 1'1'.10"' 12'-a. 13'.9. , 41
125 M.P,H. ~-__.~~ .~-6:....2.O'-,!j.~j 12'.1" ' 13'.2" 45
140 M~Hc_._~_9.'..~~'!!."_ 10'.3".1".2" 12'4" 56
i
I
Enclosed Buildings I
Overhang Condition !
NONE I 1'-0" i r-o" i 3'-0" i 4'~"1
9'.1"'10'.1", 10'-,!j"1'1"7"' 12'.9" I
9'.(1' , 9'-3" I 9'.10" 10"10"'12'."
8'-4' " ~.7" , 9'.3" I 10'-3"111'.7"1
r.,,' '~.3. ~.1'" i 9'.11,111'-3"
1'.2" 7'.S. 8'-2' 9'-4" 10'.9" '
~
3" x 12" x 0,026" Panels
- ------_._..._------_.._.~-
Op~n B~i1din~ _.._
Applied Overh~n~~on~~~n Applied
Load NONE 1'.0" 2'-0" 3'-0" 4'.0- Load
17 14'.5~: 14'-6" '14-~i'1'-~"' 16'.S" 29
- . - - - ..
20 13'.3' 13'-S. 13'.10' 14'.7" 1S'-6. 35
~ .. .-~--- . .-- - ..--- ----------..+--------;-1
23 12'-4. 12'-6. 12'."" 13'.9" 14'.9'" 41 9'.3" 9'-6. 10'.1', '1'-0. . 12'-3.
26 - , 1'-,!j" : , 1'.10"' 1i.." . 13'.1' . 14'," ' 45 ' 6'.10" . g.:,;' "9--:a;'-1d::a;p 1"11'1
_. 3~_'~1.?'~~~ ~O'~;: ,-1;~"=,-Z-'~~~13':3:.~ .u~~ 7'.1" cl:2';-~1~'. , '1'.3"
. -.--------- .- ...._----._-~.~---- -------,
3" x 12" x'O:032"Paneji '__'_~_____ .....j
-. =='Open Buildings_~':" _____-j--;- Enclosed Buildings -1
Applied _,.___Qv.~!I1.~Co~,...J Applied Overhang Condition I
Load NONE: 1'~" r,o" 3'-0", 4'.0" Load NONE: 1'.0" , r~" : 3'~" i 4'-o~
- '7~--16--=-5-; '.16'.6"-,s::10:~~:Y- 29 __~: __1!_-,!j=-13~~~:: 14'., 1'J
-- -20- 15'.1~ -. '5'~3;:'" '-5'.7" --16'-=Tu'~',;-'--- 35- 1 ".5" 11'-7" '2".'''' '2"-1'''; '3'.11. i
23 '4"'-: 14'.3" 14:-~':~ 'T~~"2~"- --~ -=-"i]~i. ~~~:?: ~''-~~12'.:2':'~"~
26 13'.3. 13'.S" 13',10- '4'-6" 1S'-6" 45 '0'", 10'.3' 10'.10" "'.9" ,12'.10'
32 , ",'1;- 12'." . :~Y..i3-~1......4"..~~-~~~ _~-g.:O-.~-_~'E=_!('ri'io::1O" 12':'-S
- ---- --- -~---_._-
,
Wind
Re~i~n
102 M,P,H,
110 M,P,H,
120 M,P,H.
125 M,P,H,
140 M,P,H.
5ncl()se~~il~ings
. ?ve~ha,n~ Co.nditio_~__
NONE 1'-0" r-o" 3'-0" 4'-0"
. 11'~ 11'.2' -, '1'.9-- 12'~"i-'3':7.'
, 10':0-' - 10'.3. ' 1.0':g.; '-,,;.:a"~,o--
Wind
Re~Lon
102 M,P,H,
110 M,P,H.
120 M,P,H.
125 M,P,H.
140 M,P,H.
Note: Total roof panel width = room width plus '.vall w;d:h plus overhang,
Table 7: Allowable Spans for Roof Pan Panel Products for Various Loads
Industry Standard Products 3105 H.28 Aluminum Alloy
Wind
Re~ion
102 M.P,H.
3M x 12" x 0.026" Panels
Open Buildings Enclosed Buildings
Wind , Applied _~er,hang Condition Applied I Overhang Condition
Re~ion ~,L~ad u~~..l'-o" ~ r-o" '3'-0" 4'-0" Load..;. NONE~ r-o" 3'-0" I 4'-0-
102 M.P,H, 17 16','1' 11',1' 1r.S" lr.,," '~.'l' 29 '2'.1'" 13'.2",13'.7" 14'-4" I 1S-3" ,
110M.P,H. 20'" --'S'-8"-'S',9"-,i:i--'16'.9"1r"T-";-35 ,'1'.10" '1""1',12'-6.' 13'.3'~
120 M,P,H. -- -23--14'.7"'- 1-4;'-9---:-'S"'115,.g;~6-~ 41 i 10'.'1' 11'.1' i '1'-8" 12'-6"1 13'-8" i
125M.P,H. 26 '13'.9" 13',10"114'-3"1'4'.1" '5'.'1'1 45 '10'.S" 10'.7": 11'.2'" 12'.(1" 13'.2"
140 M.P,H. - ~ ! 12'-4. 12'-6"' 12',"'1 13'.9" i 14'.9" 1 56 9'-4' 9'-7"' 10',2" "'.," 12'-4"'
Wind
Re~ion
102 M,P,H,
110M,P,H.
120 M.P,H.
125 M,P,H.
140 M,P,H,
3" x 12" x 0.032" Panels
Open Buildings ,
Applied ~_~verhang Condition -J Applied i
Load ,NONE 1'-0", r-o" 3'-0- 4'-0"' Load
--.- _.... ----.--.. --~_.---- - "--"--'-
17 19'-4' '9'.S. 19'.9" 20'.3" 20'.'1' 29
20 17'.10" '1','" 1~.3" 1~.'0" 19'-6" 35
23 16'.7" 16'.9" 1r." lr-a' 16'.S' 41
26 lS'.7" IS',9" 16',. 16'.9" 17'.7" 4S
. ~ - .
32 14'.,' 14'.3" 14'-8" '5'-4. 16'.2" 56
Enclosed Buildings
Overhang Condition
NONE ' 1'-0" r-o" - 3'-0" 4'-0"
-14':'0" 714-., ';'-15~.4'lS':11~
-. .-. ------
'3'-6" '3'.7" 14'.1' 14'.9" '5'-8"
. - --- --
12'-S' 12'.7" 13'." 13'.10"' 14'.10"
. ,--- - - -'-' ~ - -"
1,..", lZ.1' 12'-6. 13'-4. 14'-4'
10'-,!j. '10'.10" - '.1~-4; '.1i:J"'-.'3'-4.
Note: Total roof panel width :: room widti1 plus wall width plus overhang,
Table 8: Allowable Spans for Industry Standard Composite Roof Panels
Aluminum Alloy 3105 H.14 or H.25 1.0 EPS Core Density Foam
3" x 48~'-x 0.019"Panels
Open Buildings Enclosed Buildings
Wind Applied___ _..Qy~rh_a.~ Condition ._ Applied___Overhang Condition
Re9.ion Load NONE 1'-0" _!~-_ ..!~::._~" Load, ~0!'5 _!::.o~__ r-o'::'_3'-o~~
102 M,P,H, 17 13'-4' 13'.S" 13'.1" '4'.7" 1S'-6. 29 10'.2" 10'.5' 10'.11' '1'.10" 12'.1"
. . . . -- -"----- --_._-----~..-
110 M.P,H. 20 12'.3' '2',S' 12',1" 13'-a. 14'-a' 35 9'.3" 9'-6" 10'." '1'.," 12'.3"
. - .-.- --_.- ---'-~-'-------
120 M,P,H. 23 11'.S' ''',7" 12'." 12'.'" 13'.'1' 41 8'.7" 6'.10" 9'.S' 10'-6" 11'.g"
125 M.P.H. 26 --'1a~9"' - '-0'., 1'" 11'.{)" -'Z-4" -,-i-5" 45 8".2';-' 8-=S;~1-; --'rJ.2;;~
140 M,P,H.' -32-~"9-":a;- i.,,' w~"':s~- 56---'7'7-:-7--7" ~-4. 9'-6-' 10'.10"
Wind
Re.s.ion
102 M,P,H.
110 M,P,H,
120 M,P,H.
125 M,P,H.
140 M,P,H.
3" x 48" x 0,024" Panels
.--.--- OpenBi.illd-ings-~~_ =-_-=.:_-=_-------- Enclosed BuHdings .---.---
Applied Overhang Condition ,Applied Overhang Condition
Load NONE1':O" ' r-o" 3'-0" 4~;;--' Load -NONE 1'-0" r-o" 3'~"' 4-0"
17' 14'., l' 15'-" - 1S'-6" ' 16-.;' - 16'.,i~- -. 29- -~~-,'-':-i.-'2'-:-2;;-;2-.iP'J-:-'-'';-
20 13':-9' - 13""" 14'-4" - 15':0- - 15;.';' _. 35.' - ii7-=-s;; 'ii.'r--'1C2;,i.(1' .,-,-y.'2--
23 12'.;0;-13'-Q"- i3';;;-'-'~.2-'5'.2:~--41 ---i:a-:;-rg;:-10"'(y.~-4.: 12'-6"
____~___._ ._____.~__._~ ,. I
26 12'.1" 12'.3" 12'.9'" 13'-6. 14'-6"' 45 9'.2" 9'.S' 10'.(1" 10'.'1" 12'.2"
32u _-~-0'.:"'-:-'-1"1' ',i':];:-;-z.S:- 13'';'" , 56 ~.3" 6'-6' 9',2. '0'.2": '1~
Wind
Reg,io.f!
102 M,P,H.
110 M,P,H.
120 M,P,H.
125 M,P,H.
140 M,P,H.
3" x 48" x 0,030" Panels _--.J
_-~=--= OpenBuildin~-=.--====_! --= Enclosed Buildings
Applied' Overhang Condition : Applied' Overhang Condition
Load : NONE-""--o';-T r-o" '3'-0" 4~" i Load NONE 1 1'-0" i r-o" 3'.0" 4~",
---~7 . ,.2~:~___.1~.4'~1!~~ ~'~~~~__~ ___,~:.:.E:i~..:.E'.:~ 14'.9'" ,
20 14'.1" 1S'.1" 1S'.S' 16'." 16'.'" 35 1".3"' '1'.S' ,"'."" 12'.9" ,13'.10"
23 - 13':";-.1-".,,' '-4'~"ls':-~-'6"".. -41. -.,0;:5'--'0'.7" 11'~2-;;-i2'.o--'13'~-;'
-- - ----_..----------- _._._---~------ - ---- --~-~--
26 13'.1" 13'.3" 13'-a" 14'.S. 15'-4. 45 9'.1" 10'.2" 10'.9" , 1'.7' ' 12'.'l'
32 11'.10"" 1','" ~1!~"=--~~:?:~ ;.:'~3':'. . 56 -- i., ';;-;-g...2--g.~-,.~~; ~~'~2~
Note: Total roof panel width = room width plus wail width plus overhang,
Table 9: Allowable Spans for E-Z Lock Composite Roof Panels
~!M x 4aM X O,024M Panels (R Value of 11.58)
o n Bulldln s
Applle<l Oveman Condition
Load NONE 1'-0" r-o" 3'-0"
17 '11"'1" 17'.'" 1~-4" 1~.10"
20 ,16'-6. '16'.7" 16'.' 1" 17'.7"
23 1S'.S" 15'-6" 1S.11' 16'-6" i
26 14'-6" 14'.7" 15'.(1" 15'-,!j"
32 13'.(1' ! 13'.2" 13'-,!j. 14'-4"
4" x 48" x 0.024" Panels R Value of 15,<<
o en Bulldln .
Applle<l Ovemang Condition
Load NONE 1'~" r~" 3'-0"
17 :19'.(1' 19'.," 19'-S" ,19'.1",
20 1r-6" lr-,!j" lr-'l' 1~-6"
23 ! 16'-4" ,16'-6" 16'.10", 1r.S" r
125 M,P,H. 26, 15'.5" 15'-6" 15'.'1', 16'-6"
1~~:P,H.__ __ ~L ,.:.1.!-10"__i4;-q'~:'S..1.'?'".L_~_:~<i.6-
5" X-4S,i-X O.O~24~;p~6_~1~ tR Vaf~~~f 1~-~~-- --- - ---------
Open Building. Enclosed ~u,iI~nJL'
Wind Applied. ., Q~mang C~di!i,~ Applied Ovemang Condition
~~,,-n .L~~, . NONE 1'-0" +- r-o" 3'-0", Load NONE- '-'-0" r~"--r::o."
102M,P,H. 17, -22'.,0- 22'.2- IZ"Z."5;----u:lO"'----zg- ,s-:11"' 17'-0"' 1r-4. ,17'.11"
__ 1iO~,!i..-_==:-20~ "20'"-4"'--20'.5-'20".9-""21'-2":35" -;-,5.4--;-....,-s;~;.-,-5'~,.i 16'-6. '
. 120~~,~~-i~:~~5~r.41-,~{4;.2--14'-4~.::.i4..9. ',I 15'-S"~,'
__ 125 M~,'i:... 26 ,17'.10" 17"~3" ,1~.10"' 45 13'.7" 13'-a" , 14'.2. '14'.10"
140 M,P,H. 32 16'." 16'~. I 16'.7" ' 1 7'.2" ~'-56---.'2"2" 12'-4".' 12'.10" i 13'.7" '
_ 6"-,,_~-:..x ~~0~4" Panels (R Value of 23,16) , .'---,
__ ._ _~n 8l;"dlngi----;-.---.Enciosed8uil~ -
Wind Applied ___. Q'.'~~:an9 ConditiOn' ""TApplied~Ovemang Condition -:
R~n __. L~ )~9~.,I'~':.i ~-o~ ~..!.~"J LoadyqNE=-.f~-~.~~ 2:0;;",
102 M.P,H. !1.. 2~'.9. _~4:"l!' 25'.(1' 25'.S" 29 18'., l' 19'.(1" 19'-4. 19'~
1iOMY,H. ~. _~':9.:._~2'.".~,2~-23'.~ -35'17'.:l'''.17'.4'''i7'~'
120 M.P,H. 23 21'.3' 21'.4"S'~.-:--n.~ "--41- H15;"';'.16~.i""'.16"S' ' 17'.(1' ;
!~M.P,l:!:.., _26_19':"~-26'.10tw~5"20"10.1-'45--T15'.2"-1S'-4. 1S'.9'" , 16'-4"
1.40 ~=",~'--____~ 18'-0""'6'.2' ~:~"'--------s6 -~iY-r~13'.9" ~ 14'.2' 14'.','
Note: Total roof panel width = room width plus wall width plus overhang,
For Live Load + Dead Load requirement the following conversion
applies:
For Panel Span use 'Room Projection' + 'OverHang' (See drawings)
Enclose<l Bulldln s ~
Oveman Condition I
NONE 1'-0" r-o" 3'~",
13'-,!j" '13'.10" 14'.3' 14'-1"
i 12'-6" 12'-,!j" 13'.'" 13',10"
'1'-6. 11'-,!j. 12'-2" 12'.11'
10'.1" 11'-2" 11'-8" 12'-8"
9'.10" 10'.1" 10'-8" 11'-6"
d
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Panel spans under wind loads are from attachment point on existing
building to front wall, add overhang desired to obtain total panel length,