HomeMy WebLinkAbout03-2609
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2609
Permit Number: 2609 Issued: 12/31/2003
Permit Type: GENERAL BUILDING PERMIT
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 5,650.00 Total Fees:
Amount Paid: 90.00 Date Paid:
i
I
I
90.00i
12/31/200
Address: 3524 PERI DOT LN
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: EMERALD POINTE
Parcel Number:
Name: A TO Z ALUMINUM
I Addr: 4928 AIRPORT RD
ZEPHYRHILLS,FL. 33542
Phone: (813)715-7523 Lie:
Work Desc: SHED AND ROOM
JAMES WALLACE
3524 PERI DOT LN
ZEPHYRHILLS, FL. 33542
Phone:
NJ ~ - 1(2-' I 0'1
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FOOTER ROUGH ELECTRIC 1 ST ROUG LED
PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL .:/ PRE-METER , WATER FINAL MECHANICAL
FRAMEV' 2.fLb/O~ J.L"5o I MISC i SEWER MISC
INSllLATION WALL' l;' MISC I MISC. ~MISC.
INSULATION CEILING MISC. MISC. MISC.
DRIVEWAY MIS~. _ I MISC. FIRE DEPT. FINAL
. REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) 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
'I--"!"he payment of inspection fees shall be made before any fur!her permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
I J NO OCCUPANCY BEFORE C.O. ~ ----- ---
~ -
CONTRACTORS SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8th Street, Zephyrhills, FL 33542
813-780-0020 FAX:813-780-0021 II~~J ~q~3
DATE RECEIVE~-:.::Jf~--.
PLANS REVIEW FEE
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t!-/; IT tth //~ ~ e.-
R?f'/'dc T
PHONE $~'" .7f12- / ?d7-
i~)B ,qU[JRESS
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BLOCK
SUBDIVISIon
LLl.R::'EL I D #
(OBTAIN FROM PROPERTI. TAX NOTlCE L
,f'~ ?R.'!~'SF
~jJi)NSTRUCTlOn
o l\.l)[I] T TON
o I\LTERATION
o REPAiR
o T I~STALL
[] .C; : l;l.j
o HOVE,
o DEMOLISH
o ::O['1[vlERCIAL
b!\11ILT1-F'AfvllIY
o ll~DUSTR [At
0# OF UN.! TS
OHCiBTLF:
f[i'<F Os j fAI'JILY !)WF:LUNC;
o SW H1t-1I NG POOL
o OTHER
DESCRIPTION OF WORK
D RESTAURANT & HEALTH DEPARTMENT At'PROVAL
sfld + ~om
..:iS~ I J~ '/Zz
,
SQUARE fOOTAGE.::; <!-D J
HEIGHT 10~_
BTiTUHNG SIZE
i'Sf~)F~!ITTAL: ATl'l\UJ Il.) t']:IT PLANS & (2) SETS OF BUILDlNG PLANS & (1) SF:T FNFRC;Y HJPlj"
i[.1!.]Ul([J\l,: .I\TTACH (3) SET~ Of BUTLDING PLA[~S & (I) SET ENERGY fORMS.
PRUt'ER~'Y SURVEY REQUIRED fOR ALL NEleJ r:ONSTRIJCTION.
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PERMITS REQUESTED
VAumTTON OF TOTAL CONSTRUCTlON
.---_ Afv1P SF:RV1CF,
o fC: r)P.~DA PCMf.R
o leLR.F.!,
~:.:I!,jp]I,]r-"
'r' ,',:" E' COI1STR 'n ON: 0 BLOCK
o F'RAHE
o STE:EL
o OTHER
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VALUATlOi'J Of ~~E::CHAN(:IAL It~STALLAT ON
o (;hS
o ROOHI.)r::;
o SPECIl\LTY
o OTHER
'I 'SHFLI F': P ELE'JATTONS
1 S PROJEFT HI fLOOD zmJF: M1.EA 0 YE:S
o I.J:
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CC:.]PANY
ELE~CI~
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S'UITE eERT OR RE-"
CITY PROCESSING II
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STATE CERI' OR RE,IST
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SlATE r:ERT OR REGIST II
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2003239589
state of
rla/'/dd
0,
. NOTICE OF COMMENCEMENT
County of Pt/.5 CD
,
TUB tmOERSIGNED hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
fo1lo~ing information is provided in this Notice of Commencement:
1. Description of Property: Parcel NO.I~~ - 2(,-ZI- 0IF1CJ-~o()tJo_:? 26
. 'C/T
of the
2. General Description of Improvement
3 .
O\oJncr Information: Name 'd/If'/c 'Y/ U/cJ ;/t:f~ e..
llddress 35",;)( ~rld~/city z- U.I//S State n..
Interest in Property: L?WtfP r JED PITTMAN fASCO COUNTY CLERK
12/29/03 0~:.!pm 1 of 1
Name of Fee Simple Titleholder: OR BK 567'1 PG 852
(If other th~n owner)
Rec: 6.00
IT: 0.00
Dpty Clerk
Address
City
State
Address
State ;::L 33Sfe
5. Surety: N~me
Address
City
State
Amount of Bond: S
6. Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whcm
notices or o~her documents may be served as provided by Section
713.13(1)(a)(7), Florida Statutes:
tl~mc SOJfY1e-
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided ~n Sect~on 713.13(1)(b), Florida Statutes.
<). f"xp.irn1 .l'ln dftte Ot rlut.lce of Commencement. (the expiratiun date is 1 yedr
fr~m the d~te of recording unless a different date is specified.)
y.
Si9~ature of owner~~ C (' /h -IJ (JPO-
Sworn to and subUd before me this l!l!f day of llt (yrnlrVzj
20 03 ~s..Y -a ~-r- (~:.~':D0183712
Not~ry Public: P\- ./~IYL--' ./:/ Expna FebrUIlry 12.2007
My C:l:n;nj ssion Expi es: d- /:;{-0-7
PC 93053048/A
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A TO Z ALUMINUM, INC.
P.o. Box 192, Zephyrhills, Fl. 33539
Z'HILLS (813)715-7523*HUDSON(727)857-1234
Proposal Submitted To:
Name
Fax
email
.......
Zip
Phone
Cell #
Parcel #
ST.
AI . lis quaranteed to be specified, and the above ~ ~ pertormed in accordance with the drawings and
Speciflcation submitted for above work-and completed i~ su~ntlal workmanlike manner for the sum of
) Dollars ($
with payments to be made as follow
be execu1lld only upon _ orders, and will become an extra charge over
and above the 8Slimata. All agreements contingent upon strikes. accidents or
delays beyond our control. owner tD carry fire. tDmado and _ necessary
insurance upon above work. Worker's Compensation and Public liability
Insurance on above work tD be taken out by:
Respectfully submitted:
Pe.
Note-This proposal may be withdrawn by us in not acCepted
within days
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are herebY,accepted. 'You are to do
the work as specified. Payment will be made as outlines above.
Date:
Signatu
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S I 'J'F. I'I.AN
(RESIDENTIAL USE ONLY)
PARCEL 1. D.
DATE:
SEC
TWP
RNG
SUBD
BLOCK
LOT
( "
f'---"'-'
All drawings shall be drawn to scale or fully
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NA"nONA\ ,1-1 ,E< " '-- ."-
CODE. Rl' \11 lSORDJNANCES
erN OF ZEPHY ~. ^
/
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-..-.....-----.-
.- -...........,
_~.,..___.. '0'._" _,,__... ..".. . _,.~..' ......._.._, ~.,_ ". ...~_ ,.._,....~~_
SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO. INDICATE
ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TiPE) , AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO THE PROPERTY. iNDICATE THE SIZE, YEAR, AND NAME OF HOBlLE; SUCH AS
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES1t. "RIGHT-OF-WAY", and "JURISDICTIONAL LINES" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
HOUSE CONSTRUCTION
teat (80')
PROP05ED ADDITION NoellE HOhlE 5ET-UP
teat (80' ) teat (1150' )
~ lSO' 40'
~ ~ <> ~
0 ~ 8 II) a
~ II) <>e
~ ~ ~ .- .....
e ~ e . u' ..if Exi.tin, e
,,! v " ~:I! v
.. "ii 'ii '. Shed "i
III
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ROAD MANE
ROAD NANE ROAD NANE
PL "" PROPERTY LINE
R/W "" RIGIlT-OF-WAY 0 ... TREES
APPROVED SIn PLAN MUST BE POSTED AT JOB LOCATImt.
NOTICE 01' DKID RBSTJUCTICIt
THIS PKRKIT IDAY be subject to "Deed ReJltrictiona" wbieb are IIOre rutrictive than County
regulAtlo~. The permit holder as~ reJIp0n8ibility for c~lianeu with any applicable
deed restricti0D8.
siteOS:ce
.",~C950350051 A
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SECTION 7
SOLID ROOF PANEL PRODUCTS
Table 7.4.1 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
3" x 48" x 0.024" Roof Panel Glass Rooms I
[ Open Structures Screen Rooms Partially Enclosed I Enclosed I Overhang!
Wind Mono-Sloped Roof ~:~llo-Sloped Roof , ' Cantilever
I Region 1&2 3 I 4 I 1&2 T 3 4 1&2 3 I 4 I 1&2 3 4 All
I
span span span span span span span span span span span span Roofs
100 MPH 21'-4' 23'.10- 23'.0- 20'-4" 22'.9" 21'.11" 13'.6" 15'.1 - I 14'.7" 15'.1" 17'.9" 16'.3" 4'.0"
110MPH 21'-4- 23'.10" 23'.0" 18'.8" 20'.11" 20'.2" 11' .7'" 13'.6" 13' ," 13'.9" 15'-4" 14'.10" 4'.0" j
120 MPH 20'4" 22'.9" 21'.11" lTS 19'.5" 18'.10" 10'.8" 12'-5" i ,< f" 12'.6" 13'.11- 13'.6" 4'.n" i
j123MPH 19'.6- 21'.10- 21'.1' 15'.11- 18'.11" 18'.3" 10'5- 11 '_7" : " '" l' '.8" 13'.8" 13'.2- 4'.0" -J
>-- !(!~.,.
'130MPH 18'.0" 20'.2" 19'5 ~ 5'- i" 17'.9- 16'.3- 9'.10" I ~ \.1' _11" I , 1'.1" 12'-11" 12'.6' 4'.0" I
I I
---l
1140 MPH 12'-4" '3'.9' 13'.3- 12'-4" '3'.9' 13'.3- 9' ~" 1 0 3- ~:r - ~ ~.. "0'-3" 11'.6" 11'. ~- 4'.3"
, 'L I
150 MPH 12'-4" i 13'.9" 13'.3" 12'-4" 13'.9- 13'.:1" 8' ~" C)' ~" I 9 3" 9'.6- 10'.8" 10'-4- 3'. - ,-
., ' ., i
.. .
3" x 48" x 0.030" Roof Panel ,.-f"~ Rooms
- Overhang /1
Open Structures Screen Rooms I Partially Enclo' - Enclosed
Wind Mono-Sloped Roof Mono-Sloped Roof I Cantilever I
Region I 1&2 I 3 4 1&2 3 4 ! 1&2 i 3 T 4 I 1&2 I 3 4 All I
, I I
I I I Roofs
, i span span span span span span I span span ! span i span span span
~MPH 15'.1f)" ! : 8'-5" i 1 ;'. '1 r}" l --!
2j'-11" I 27' 1 <- 27'.0' 23'.10" 26'.8" 25'.9" 18'.8" 20'.10- 20'.2" 4'.('
i ", I __.J
~MPHI 24'.11- 21'.1" 27'.0- 21 '.1'- 24'.6" 23'.8" 14'.;>" i 1 ~'_1 0" ! '5'-4" 16'.2" 19'.3" 18'.8- i'!:'
.--.......
!120MPH 23'.1f)" 26'.8" 25'.9" 20'.5" 22'.10" 22'.1" 12'.1'" i 14.6"_L 140" 14.8" 17'.8' 15'.10- 4 .C" ,
,123 MPH 22'11' : 25'.7" 24'.9- '9'.10- 22'.2- 2".5" 12' R"i 14' 2" ; '3' 0" 14'../1" 16'.0" 15'.6" 4'.n" -.j
1130 MPH ..
2' '.2- ! 23'-7" 22'.10" 18'.8" 20'.10" 20'.2" 11'.n" . :1 .6" , l'.(]' 13'-7" 15'.2- 14'.8- ~'-n"
.~
! 140 MPH 14'-S" 16.2- 15'.7"' 14'-5" 16'.2- 15'.7" 10'-:r' ,," i : 1'_ -, . 2'.R" ! 14'.2' 13'.8" ,1.(1'
....j
,150 MPH 1 ,1'5" ! . n'.;7" 1L::' --." 14'-5" 16'.2- '5'.7"' ~ 0'-0" .. , \' i 1n ',,'. I 1 <'.2" 13'.2' 12'.9" ! 1'('
,,).., ;
4" ~ 48" x 0.024" Roof Panel Glass Rooms 1
,_. Partiilliy Enclosed 1 Overhang !1
Open Structures Screen Rooms Enclosed I
Wind Mono-Sloped Roof Mono-Sloped Roof ;-:-;---+ I C . !
! j anl.l!l!vP.r
Rl!gion r I I ,
1&2 I 3 I 4 1&2 3 4 ! 1&2 1&2 3 4 i All
I I i , span I span I I span I Roofs
span span span span span span span span span
>-. 24'.1' I 18'.1O',t- 4'.1'---.
100 MPH 2TS' 2f;'.2" 25'.]" 22'3" 24' 11" 14'.9" \:. .6" , 15 - ' <" ! 7'.5" 19'.6'
110 MPH 2~'JS" , 26.2" 25'.3" 20'.6" 22'.11" 22'.2" I 13'.3" 14'.10" ! 14'.4" 15'.1" 18'.0" , 7'.5- 4'.('" I
-.j
120 MPH 22'.]" 24'.11 " 24'.1" 19'.1- 21 '-4- 20' .7"' 11'.5" '3'.T 13'.2" 13'.9". 15'-4" 14'.10- 4'.0" i
.....
123 MPH 2< '.5" 23'.11 " 23'.2" 18'.6" 20'.9- 20'.0" 11'.5" 13'.3" 12'.10" 13'.5" 14'.11" 14'.6" 4'.0'
1,30 MPH 19'.9" 22'.1' 21'-4" 17'.5- 19'.6" 18'.10- 10'.9" 12'.7" 11 '.8" 12'..8" 14'.2" 13'.8- 4'.0" i
i 140 MPH 13'.6- 15'.1" 14'.7" 13'.6" 15'.1- 14'.T 10'.1" 11'.]" 10'.10" 11'.3" 13'.3- 12'.9" 4'.0"
150 M PH 13'.6" 15'.1- 14'.7" 13'.6" 15'.1" 14'.7" 9'-5" 10'.6" 10'.2" 10'.5" 12'-4- 11'-4" 4'.0"
4" x 48" x 0.030" Roof Panel Glass Rooms
r- Open Structures Screen Rooms Partially Enclosed Enclosed Overhang /1
!
,
Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 I 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
100 MPH 27'.9" 30'.1,- 29'.11" 26'.5" 29'.6- 28'.7" 18'.3" 20'.5- 19'.9" 20'.8- 23'.1" 22'-4- 4'.0"
110 MPH 27'.9- 30'.11- 29'.11" 24'-4" 27'.2" 26'.3" 15'.9" 18'.6" 17'-11" 19'.1" 21'.5" 20'.8- 4'.0"
120 MPH 26'.5" 29'-6- 28'.7" 22'.8" 25'-4" 24'-5" 14'.5" 16'.1" 15'.7" 17'.6" 19'.7" 18'.11" 4'.0"
123 MPH 25'-5" 28'-5" 27'-5" 21'.11 - 24'-7" 23'-9" 14'.1- 15'.9" 15'.2" 15'.10" 19'.0" 18'.5" 4'.0"
130 MPH 23'.5" 26'.2" 25'-4" 20'-8" 23'.1- 22'-4" 13'-4" 14'.11- 14'.5" 15'.0" 17'.11" 16'-3" 4'.0"
140 MPH 15'.11" 17'.11" 17'.3' 15'.11" 17'.11" 17'.3- 12'.5" 13'.10- 13'.5" 14'.0" 15'.8" 15'.2" 4'.0"
150 MPH 15'.11" 17'.11" 17'.3" 15'.11" 17'.11" 17'.3" 11'.2- 12'.11- 12'.6- 13'.1 " 14'.7" 14'.1" 4'.0"
Note: Total roof panel width = room width + wall width + overhang.
Lawrence E. Bennett, P.E.
CIVil ENGINEER. DEVELOPMENT CONSUL TANT
POBOX 214368. SOUTH DAYTONA, FL 3212'
TELEPHONE (386) 767-4774
FAX (386) 767.6556
~
STRUCTALI.:
! .UILDIND .V.T.M.
350 BURBANK, OLDSMAR. FL 34677-4906
LOCAL (813) 855.2627
NATIONWIDE 1.800.969.3706
FAX 813 854.2802
I DAG~-42
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E
SECTION 4
VAPOR BARRIER (OPTIONAL)
FOIL BACKED 3/4" OR 1/2"
FOAM INSULATION
1/2" x 4'-0" x 8'-0" PRESSBOARD
OR COX PLYWOOD
VAPOR BARRIER REQUIRED
FOR ALL ADDITIONS EXCEPT
SHEDS, 0.006 MIN. VISQUEEN.
15# FELT PAPER. THERMAL
PLY OR FOIL BACKED
INSULATION
VINYL SIDING TYPICAL
FOIL TAPE ALL JOINTS
HEADER AS REQUIRED FOR
PAN (FOR HEADER SIZES SEE
TABLE 4.3)
STRUCTURES WITH WOOD FRAME WALLS
& ALUMINUM ROOF SYSTEMS
--
DOUBLE 2 x 4 TOP PLATE IF
OVER 16' IN PROJECTION OR
LENGTH
2- 2"x_" WI 1/2" SPACER
(SEE TABLE 4.3)
NOTES: 1. SIDING IS TO BE FASTENED @ 16" O.C. TO MANUFACTURERS SPECIFICATIONS AND
INSTRUCTIONS AS SUPPLIED BY THIi..SIDING COMPANY
2. NAILING SIDING OVER FURRING~'OlTp$: 1" SHANK ALUMINUM NAILS OR EQUAL
SIDING OVER FOAM: 1-3/4" SHANK ALUMINUM NAILS OR EQUAL
3. IF PLYWOOD IS USED FOR CORNER BRACING WITH FOIL BACKED FOAM BEING USED
FOR THE VAPOR BARRIER, VISQUEEN,. TAR PAPER OR SOME OTHER SUITABLE
PRODUCT MUST BE USED OVER THE WOOD
4. IF A FOURTH FRAME WALL IS REQUIRED, ALL FRAMING AND BRACING SHALL BE THE
SAME AS FOR OTHER WALLS OR PROVIDE ALUMINUM OR WOOD BEAM SUPPORT WALL
5. SIDING SHALL BE APPLIED PER MANUFACTURERS SPECIFICATIONS FOR WIND ZONE
OR PROJECT AND OVER PROPERLY PREPARED WALL WITH BRACING OR SHEATHING
6. BRACING FOR CORNERS SHALL BE 1/2" 4 PLY COX PLYWOOD FOR WOOD STUDS @ 24"
O.C. NAILED WITH #8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD
7. ALTERNATE BRACING SHALL BE 1-1/4" x 14 GA. GALVANIZED COIL STRAP X-BRACED TO
STUDS WI (1) #8d COMMON PER STUD OR 1-1/4" x 0.050" ALUMINUM STRAP X-BRACED
AND NAILED TO STUDS WI (l~tjL4" ALUMINUM NAILS EACH STUD
8. STRUCTURAL GRADE TH~fJ_,LY OVER STUDS SHALL BE 16" O.C. AND NAILING OR
SCREW PATTERN SAME AS ~WITH NAILS OR SCREWS PER MANUFACTURERS
SPECIFICATIONS '. .
9. THESE SPECIFICATIONS MAY BE USED FOR FRAMING IN OPENINGS IN EXISTING
STRUCTURES.
TYPICAL WOOD FRAME ATTACHED TO HOST STRUCTURE
SCALE: 3/16" = 1'-0"
-.-.
~~..,
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE (386) 7674774
FAX (386) 767-6556
PAGE
'-
@ COPYRIGHT 2003
4-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE
. .
STRUCTURES WITH WOOD FRAME WALLS SECTION 4
& ALUMINUM ROOF SYSTEMS
Table 4.6 Maximum Stud Wall Height for Various Wind Loads, Stud Spacing,
and Species of Lumber
For Residential Construction; Enclosed or Partially Enclosed Buildings
Stud Wind Velocity 100 MPH, Applied Load -17 #/SF Wind Velocity 110 MPH, Applied Load 20 #/SF
Spacing Stud Size & Lumber Grade Stud Size & Lumber Grade
2 x 4 S.P.F. 2 x 4 #2 Pine 2 x 6 S.P.F. 2 x 6 #2 Pine 2 x 4 S.P.F. 2 x 4 #2 PinE 2 x 6 S.P.F. 2 x 6 #2 Pine
12" 10'-0" 10'-0" 17'-0" 17'-0" 10'-0" 10' -0" 15'-8" 18'-0"
16" 9'-4" 10'-0" 14'-9" 17'-2" 8'-8" 10'-0" 13'-7" 15'-10"
24" 7'-B" 8'-11" 12'-0" 14'-0" T-O" B'-2" 11 '-1" 12'-11"
Stud Wind Velocity 120 MPH, Applied Load = 24 #/SF Wind Velocity 130 MPH, Applied Load = 29 #/SF
Spacing Stud Size & Lumber Grade Stud Size & Lumber Grade
2 x 4 S.P.F. 2 x 4 #2 Pine 2 x 6 S.P.F. 2 x 6 #2 Pine 2 x 4 S.P.F. 2 x 4 #2 PinE 2 x 6 S.P.F. 2 x 6 #2 Pine
12" 9'-1" 10'-0" 14'-4" 16'-8" 8'-3" 9'-8" 13'-0" 15'-1 "
16" 7'-2" 8'-4" 11 '-3" 13'-1 " 7'-2" B'-4" 11 '-3" 13'-1"
24" --- 7'-6" 10'-1 " 11 '-9" --- 6'-10" 9'-2" 10'-B"
Stud Wind Velocity 140 MPH, Applied Load = 33 #/SF Wind Velocity 150 MPH, Applied Load = 38 #/SF
Spacing Stud Size & Lumber Grade Stud Size & Lumber Grade
2 x 4 S.P.F. 2 x 4 #2 Pine 2 x 6 S.P.F. 2 x 6 #2 Pine 2 x 4 S.P.F. 2 x 4 #2 PinE 2 x 6 S.P.F. 2 x 6 #2 Pine
12" 7'-9" 9'-0" 12'-2" 14'-2" 7'-3" B'-5" 11 '-4" 13'-3"
16" --- 7'-10" 10'-7" 12'-3" --- 7'-3" 9'-10" 11'-6"
24" --- --- B'-7" 10'-0" --- --- B'-O" 9'-4"
Notes:
1 Applied load values based on ASCE 7-98 :ab:. 6-2.
2. Wood design values are based on #2 S.P.F. (South) and Southern Pine construction grade wood from NOS Amencan
Forest & Paper Association, current edition.
3. For 'C' wind exposure category, multiply allowable stud heights by 0.85.
4. For utility sheds multiply heights by 1.14. For utility sheds in exposure 'C' category wind zones, multiply allowable height by
0.97.
5. Stud heights are limited by code and 2 x 4 greater than 10'-0" (stud length) are not shown. 2 x 6 greater than 1B'-0" (stud
length) are not shown. Maximum stud heights less than 6'-6" are not listed.
I
-.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 4-31
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