HomeMy WebLinkAbout00-9494
BUILDING PERMIT
.
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09494
Date ~ k.o 100
/1,. -i2
BUILDING
'-(o . o~
ELECTRICAL
PLU~ING
MECHA~ICAL
Sewer Conn
Water Conn:
Property Owner: &re."., d ~r; Zo,"
Job Address: 3') €, ,'=- M~\i.o.-' AV[J.
Parcell.D. # '{lj-1s',21 - 0010.(':)1300" ooi~
Water Meter:
T,I.F.'s:
Zoning: Energy Code:
Description of Work 0~r fC'J~~ I S c(ee" rc(),"'\. ,
Radon Gas:
LA. .J.: I:~
9.~
roo,,,,",
NO OCCUPANCY BEFORE C.O.
FINAL
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
Valuation or
Contract Price
(;25/\. ~
" .,2-
Permit Fee 177.-
/3?~ A~ ~
City License Registration #
State Certified License#
Signature
Company
Address
Telephone#
~ {o""~..
A-CQ B Ie (.
BUILDING )(0
~
6~~.2rz
ELECTRICAL
MEC ANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.00) 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.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PE1UaT
CITY OF ZEPBYRRILLS
BUILDING DEPARTMENT
~9 S-~-oU
RECEIVED
PLANS REVIEW FEE
OWNER'S NAME W/Ilj)
JOB ADDRESS 37 G 5 ~
'1tl-' bf; f(
f-I. ()ILl Z a AI
IV ~(j !J:>M.
#/,;-I..P.
/JV~ L..or
PHONE
16
SUBDIVISION ('2Ii.AtvP /JoN t:a# mlfP.
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # -glf - -z)' - 2-- {- Ob I 0 - () f '500 - 0 0 I tP {OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: ~W CONSTRUCTION 0 ADDITION o ALTERAT I ON 0 REPAIR ~TALL
OSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
OMULTI - FAMI L Y
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
~ER
IJ'-i/Mi #I/If^
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK CA/lIiJ/l--i, S:=.A.t~~A./ t'ltY.>>< ,
, ,
CfSz.-
I/-fLoOM
BUILDING SIZE
SQUARE FOOTAGE
15"2-
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~ILDING
~ECTRICAL
PERMITS REQUESTED
$
I 'Z-- 51/ . 5r-r
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W. R. E. C. vi ru=. $tl-I~
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES
o NO
SIGNATURE
~ 4, aM
.
COMPANY Sf II (.DN~rl2-.Jt.. r/o,.,./ tJr- ~AlTflA<., F<...
STATE CERT OR REGIST # C(koS'7?f7...
CITY PROCESSING L- z(:a
BUILDER
*******************************************************~**********
ELECTlUCIAN
SIGNATURE ~ - 11-. aJu/)
COMPANY Ac...~ eL-~G.ftlA(.
STATE CERT OR REGIST # 1!''7
CITY PROCESSING ~7
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
**********~********************************************~**********
MECHANICAL
COMPANY:
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************~*************************,~*********
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
\,
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit Juay be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, 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 which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental 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 Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of 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. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
J::1 t) 'j J? 4b~
SIGNATURE: ' WNER OR AGENT
):1~~ 7?~
SIGNATURE:' a TRACTOR
STATE OF FLOR~/A$ (...
COUNTY OF-, . a
The foregoing instrument was acknowledged
Before , this A daa of tn~'-I , "*,U)!X)
by n i.J(.., ~ · ~P4,
_/ (name of person acknowledged)
~who is personally known to me, or
STATE OF FLORID~ AS
COUNTY OF 60
The foregoing in~rument was ac~owledged
Before me aiS day of fY11J'. , ~ 2.a:>O
by flu",:;: A . ~t3GL
rro/. (name of person acknowledged)
Ufiho is personally known to me, or
o who has produced
(type
[lM"d not
of identification)
take an oath.
o who has produced
(type of identification)
and who Odid IJId't'Clnot take an oath
fL 11, W
Signature of person taking acknowledgment
and whoO did
~
fI,flJd!
.
Signature of person taking acknowledgement
Name
&w(A~ If - A ~/!P(.,
typed, iIf...~tamped
* *Mv commISIlon CC748877
'\;...\~ ExpireS June 22, 2002
BrLU(A~ j).. As 8,GZ.
Name tYPed.iBllQa~ stamped
* *Mv ComlI\lSSlOl'l CC74B677
'\;.~~ expires June 22. 2002
v
111111111111 11111 1111111111 1111111111 IIIIIIIIIIIIHIIIII 1111
2000066843
Rept.: 416767
DS: 0.00
05/30/00
Ree: 6.00
IT: 0.00
______ Dpty Clerk
JED PITT"ANA PASCO COUNTY CLERK
05/30/00 1~: 2!'pm 1 of 1
OR BK 437'10 PG 1959
HOTICB ot'
StAte I,t r:L(){l( ()ft
the
I,
e I
2. Cenu.1 D~'(rlptlOn or laprOVIlllnt ALUmINUM Pl~c/:;,4<P~
) , OIJn'o r In t or".a t 10n I Hamo ~() f..!.tJIL,{ Zf)tv 1J1.t1. f,
McJr...'37b3fsJ N&ukrw- AvE. City 2CIIII({2!+IL,L,$ 5tHI (:L.
Int.ICest in ptuplrtYI
1'1..'" ot r.. Simple 'l'itloholderl
(It ot.he: t.htn ownerl
."
City,
5t.,)to
Addre'l
R ~,
Contractor: H"me1?~f.I (()Nsr/l(Jc(for/' !>F Clf#(flA-L 1=( "
^cJdres#O?.~fHoiJU' gf2((Il!i!. flp, City2fl#tr!lt-!ru> St.Ate Ft. ~5S1(3
S, Surety: H~me
Add ro II
Clty
5t..t~
NIIOU n tot Bond I $
6. LlInder: Haml
Adc.Jroll
City
St,HO
7. Perlon. within the StAtl ot Florida dld9nated by Ownor upon w~.c:n
notice. or othlr document' mAY bo 'ervld a, provided ~y Sec~lon
7 I ). I) ( Ill.) (7), 'lori~A Statute"
Hllmo
M1d,c",
City
St.Hof
e, In additi.o,n to hlmult, Ownlr d'oli9n6tu
ot to roclivl " cO~Y ot t~e
Lienor', Noticl a. providld in Slotion 71J.IJllllbl. rlorld41 Stotll~"J.
'). r,Ap.rlll,~r'/n d,,\" ot Hot-.l.ce ot COlllllllnollllln\,o.It-hl Ixpl.catl.on d,)tu L. I yeoc
tc?m the u~to ~t rucordin9 unll" a dilllrent datI !. 'peeit4ed. I
Si.""U"O'OW""'~~C~2- L.~~~ fXU/l/E'd Mr#l
I C ~ n.. t:J J.-, - E
Sworn to and subscribed betore me thh ,,?O day of M!JV
-2:g;K).
Hot.:lry PllblLc:
gMU 4. ~
t'\,y.Com;1I1 a. Lon ElC.pLr"1
. 8rUC8AAIbeI
* *Mv ComrrUIIon CC748677
~.~ Expk8a JIM 22. 2002
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
SO-l + ~Tt!.\JL1i~
~~ 7 6 ~ t, N12 \.) {u '^- A. \j tZ
G-t>l t b
~~~~IM'L-
, r;J~iJ'r" .
\
BUILDING: /27.50
ELECTRICAL: ~ Do
r
PLUMBING: ;J /Yt
MECHANICAL: ,J/~
1 C)7- RADON: q. 5 '"L
CREDIT: tJJr
SEWER: tJ IT'
WATER: I
TOTAL: h
T.I.F'.S
-c55>TIt L- -:::=-
B&H CONS1RUCTION OF CENTRAL FL. INC.
4025 Morris Bridge Road
FREE ESTTh1ATES Zephyrhills, Fl. 33543 1-800-224-1206
Licensed.Bonded.Insured · Skirting:. Steps · Room Additions. Aluminum. Concrete
Lot # 16 Subdivision g/Z r~ /U~GI~~ AdE , G,.e/lvci !/oR/ ?oA../J
LapID Glass Room Walls
Pan Color Single Hung Windows EAx -
Trim Color Walls + + + - I.JF x -
------
Beam Color R System Insulated Roof_ + _ - _ I.JF x -
AJI aluminum roofs include: Pans, Trim, Gutter Mise:
Downspouts, 3x.3 pam, 2x4 beamsand Shingle Flash.
itLPansKFt Long/t?5l' Sq Ft x 2.75 - 3.15 ,2ff?;..w Lap Siding-------------------------------!.firUF x 6.24 ff?S-, 'Ii
- Pans _Ft Long_Sq Ft x 2.75 - 3.15 ' Hand Railing----------------------~----- _~ UF x 15.60 Ib?~~O
- Pans _Ft Long_Sq Ft x 2.75 - 3.15 Step Railing----------------------m------ __ EA x 72,80
- Pans _Ft Long_Sq Ft x 2.75 - 3.15 Garage Door-----m----------- _ x__ EAx
Valance Front_Rear..ZQ....UF x 3.64 f t;"~ J;V) Garage Door Header--------- _ x __ EA x
Gutter on Home .5"5'" UF x 3.75 .JO/., t1S Misc:
Gable Beam Work on Front Load -------119.60 ALUMINUM TOTAL 7).. o If. ~7
2x7 SM Beam UF x 4.68
2x9 SM Beam UF x 6.76 Concrete and Brick Work
Access Door EA x 62.40 Patio Slab------m----~x1L = ~Sq Ft x 2.00 /1,2 ,00
Misc Patio Slab---m--------LLx-.LL =~Sq Ft x 2,00 dl. 06
Patio Slab-------------H-x~ =...z::.:~Sq Ft x 2,00 II'!;?: ()O
SCREEN ROOM WALLS 7ff 1,,1&" Side Walk-------------_x_ = _~Sq Ft x 2.00
Lap KP /i + i2.+ L + _ = ,j;LUFx 23.92 Dri veway------------- ~ x....L:L. = ....2.3.k... Sq Ft x 2,00 I~ j~ o{')
Screen Door Includes: Driveway.:--Flairs-----Lx-L = __Sq Ft x 2.00
Closer and Threshold-------- I EA x 78.00 J~ c:t? All: Conditioner Slab_x_ = __Sq Ft x 2,00
Gable Fill - one side -------- UFx 12.48 RalsedUtility Area--_I 1/2"~) 1/2" 30,00 "ioJOO
- Raised Patio 6 Courses /:Z x K = ....Li1L Sq Ft x I;V5- 00
Insulate Kick Plate-------- L/Fx 3.00 6,75
Fan Beam (Not Wired)m-_ x 52.00 Raised Patio 6 Courses Lx ,/8 = ~ Sq Ft x 6.75 '(8't> I(JO
Over 6 per ft per Cours~x..l:L =..i.4LUF x 1.80 .:2 ;;y Or '10
UTILITY ROOM Footer (8x12 Reinforced)------------~UF X 3.50 .:J" :If SO
Pan Shed + + + = UF x 28.08 Footer (Skirting) ---------------m----.rI!..f"- UF x 2,50 \t'J/OO
- ----
With 2x2 Alum or 2x4 Wood Studs 16" OC 1 Tread Step--------------__m__m___ EA x 58.00
Lap Exter& +..a... + jQ +~ =ii.UF x 28.08 Pi ;r.C;,<".:J.. 2 Tread Step---------------------_m__ (- EA x 116.00 //7{ 00
Elixir Door and 1 Window------~ x 124.80 /71./, 1?6 31'i-eacJ Step--------------- ~ EA x 174.00 /'i006
Double Elixir Door I Window _ x 348.40 Step Platform ------180.00 EA x 175.00
Slider Window (Extra)------------L x 46.80 ~~(ft) Brick Skirting Max 5 High
Bug Shieldm------m----m_m_ UF x 4.16 Over 5 per ft per Course charge _ UF x 1.60
Mise ' Split Brick Air Stack-----------------__UF x 8.00
Split Brick Solid---------------------.;O..> _ UF x 9,00 /Pf, SO
VINYL ROOM WALLS Over 5 per ftper Course charge ~L'F x 1.80 J//')/1o
Vinyl Walls_ + _ + _ + _ = _UFx_ Fill Dirt---------------------- __Loads x
-
Inside Kick Plate----------mm UFx 4.45 Pretreat ---------........---------------------..-----------_ l/tJorCJfJ
-
Lap Top inside and out ---m-_UFxI2.48 Misc:
Florida 0Ia55-m------m------ UF x 8.32 ~O~ JO
Insulate Top and Bottom-----_UF x 4.45 Concrete
Aluminum 72oti- If?
Doors Include (2) 2 Track Units
Threshold and Closer------- _EA x 119.60 Permit
Mise Tax
Total 1/))"///51
All wor'unanshlp and materlalJ It JUUIlIteed!lr Ollt year. ~ F1NANCB CHAROS o( 1.5% per month will be acceacd
00 all unp&id w;ounta In 1l'T'CfJI, ANNUAL PERCBNTAOB,RATB OP 1'%plu. attomoy', 4:u lfDcc:ouary 10 oolloct.
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G~A,ud 1!o,e/UJ,uy 4",,," wrn-l ALL \'Rl\iA\L1cL CODES,
STANDARD BUILDING, PLuMBING,
MECHANICAL, N .E.C. AND cITY
Of ZEP\-1YRffiLLS ORDINANCES.
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2' X 3' (3' X 3' Tit t (3' X 4' Tit t 2' X 4' S. M. B,
dP~ HEIGHT/SPAN ldP~ HE! GHT /SPAN !.tP'#> HEIGHT/SPAN ~'#> HEIGHT/SPAN
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- ~/20 SX-2, $4 - -,-224
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'd.p'#> HC/CiHT/SPAN p'#> HEIGHT/SPAN !.tpf! HEIGHT/SPAN
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TYPI CAL ALUMINUM COLUMN Be B~AM D~TAI LS
TABL~S FOR SCREEN ROOMS Be ROOFS ONLY
[I J) ICAH SPANS HA Y Ie / NCReAseD eox IIHCH CONTINUOUS oveR DAVI D HDRRI S ENGINEERING
I HTCRI OR CDLUHH SUPPORT DESIGNeD TO '" STANlWlD IUILDING CCIDC
Z) ALL ICAH SPANS ASSUHC LATeRAL PURLIHS (e'xe') , 510' rRAHCD PER CHAPT. 1606 rOR 110 HPH 111 HD Pg, 1 -A
ACROSS Roar , eACH POST / N SCRCfNeD SI DC IIALLS
3) VALUCS HA Y Ie / HTCRPOLA TeD FOR I HTeRHCDJ A TC LeNGTHS OR SPACINGS EXP/ RES AFTER rEI. I, ' 0/
EDGE BEAM SPAN TABLE
MAXIMUM COLUMN SPACING - ~ytr7 ~U&1N
ROC F PAN SPAN (/ NeL. FT, D'=-
F:DG[ BEAH Si Zf: 41 61 81 ) A' 1;:>1 1,' 181
&: X &: :)' 0 4 4 -.. 51-~' '1-0' 4'-6' ~/-e' I_}}' 31- , 3'-6'
Po. tl 0 x t, 1-2' 6' - , ---s-=sr- '1-2' 4' -9' 41 -5' 41- , 4' -0 I
&: X 3 X , 050 I _} 0' 71-8' 6 - A' b' -J' ~I -1 a' ~/-6' ~/- , 4' -} 0'
Po. tl 0 Ext, 0'- A' B'-B' 71 -9' 7' -} , 6' -1' 61-2' 5' -} 0' 5' -6'
&: x 3 X ,050 " -} 0' 61-}0' 6' -J ' Y -1 51-2' 41 -} 0 41 -1' 4' -4
TI I t xt, 8'-8' 7'-8' 61 -J 0' 6' -:J' 51-}0' 51-6' '1-2' 4'-}0'
J 3'- } } I -8' JO -" ';I' -b 8-10'~ 7'-'1' 7' -4
141 - '1' 121-}0' 1/ I -6' ] A' -6' 9'-9' 8'-8' 8'-2'
91 -} , 81 -7' 71-8' 11-0' 6' -6' - '1 -9' ,. -6
TlI t ex t, 10' - 0' 91 -1' 8'-8' 11 -10' 71-3' 6'-}0' 6'-" 6' -I '
2 X 6 X , 055 1 91 -0' } 61 -1' H/-l0' J 31 -1' } 21 -1' 1/ 1-9' J J ' -J ' J 0' -6'
X , J 20 S, M, B, ;:>01 _} 01 } 81 -(" J 6' -3' }41-}J' 13' -9' 12'-10' 121 -2' ]]1 -1'
2 X 1 X , 062 ) 81 -10' }6/-}0' 151 -5' 14 -4 131 -5' } 21 -8' I c -0'
X ' I 20 S, M, B, ('0'-8' 181 -6' )61-J}' } 51 -8' J 41 -8' 13'-}}' I ' -21
2 X 1 X , 062 c] , -c' ';I' -4' ] / - a 6' -9' :)' -] a } , -0 I
S 1'1, B, II/iNSeRT 231-3' 2J I -3' I 9' -8' 18' -4' I l' -4' I 1-6 '
. c X,?;. \ 07~ c(j' -:)' 18' -II } 7' -8' 16' -8' ] -] a'
x 4 H. ' 22'-" 201 -9' } 9' -5' B' -4' 11' -y
2 X 9 x , 012 cc' -b' eO' -'I' J'I -6' /8' -6' J / -6
X , 224 S, H. B, c4' -] (j' 231-0' 2J I -1' 20'-5' J 'I' -4'
,
-j f-!. 'O/H (T'I'P, ) -J f-!. 'O/H (T'I'P, )
J /4' /FT. (HI N, ) J /4' /FT. HI N. ,I
Ii ~
.... 12' AL, ROOF PANS ....
~ ~ ~ ~ ~
(.0\ (.0\
~ g ~ g ~
~ 8
SPAN ~
SPAN SPAN
~DG~ BE:AM PLAN C~NT~R B~AM PLAN
CENTER BEAM SPAN TABLE
MAXIMUM COLUMN SPACi NG - SIMPLe SPAN
CONTINUOUS
Rt lOF PAN SI 'AN
ceNTCR BCAM SiZE " 61 8' J A' J 21 J 41 J ~ I 18'
2' x6' x, o 55x, J 20 -1 r =~; } 31 -8' 111-}0' 10' -8' 'Y' -'I' -a' 1_ , l' - J J '
S,I f Ma tt no [xt, } " -0' 1 3' -0' } }' -8' , - , 1-1 , 9' - , 81-8'
2' x7' x, 06ex. U?O /' - 1 ',1 -7' J 3' -3' 1 2' -0' , - 0'- , - , 9' -0'
S,I f Ma tf no [xi, }81-}0' } 7' -} , 14' -8' 13' -2' 1_ } , - 01-6' 91 -} 0'
2' x7' x, 062x, 120 eJ -6' 191 -7' 171 -0' 1 51 - 1 ' 1_ , 21 - , II _} } , 11 ' -4'
S,I r Ma if n{; [xi. 23'-6' 2} I -6' 1 81 -7' 1 6 I -6' 151 -2' 1 4 I -0' 131 -} , J 2' -4'
'If/lnsrrt
2' x8' x, o 72x, 224 221-8' 20' -8' J l' -J J } 6' -0 ' } 4 I -7' J 31 -6' , - , }}I-l}'
S,I f 1'10. it no [xt, 241-}0' 22'-8' } 9' -7' 171 -I.' } {,I -0' }41-}0' 1_ 0' } 31 -0'
2' x9' x, o 72x, 224 c" -c' cc' -11 1':1' -J 0' 1 7' - 9' 161 -2' J 5' -0' , -l ' J 3' -3'
Sri f Ma tf no ['xi. 27' -6' 2"-2' i:'i ' -';I' I QI -I.' 7' -Q' I!;' -,' , - , J 41 -6'
NOT[.
vt4i..I..JES 1M r Ie I NTCRPOI..A TCD FOR 1 NTCRHCDI A TC LENGTHS OR SPACINGS
DA VI D NORRI S E:fo/GI NCCRI NG
DCSIGNeD TO ")7 STANDARD IUlLDING CON
PCR Ci-W'T, J 606 FOR J J 0 HPH VIND
Pg, 1 - B
exPIRCS AFTCR FCI, 1. 'OJ
It; TERL OCKINC ROOF PANS
ROOF P,A,N (,A,HOY JOOJ H-15)
-f
'(' V"'RlfS~
12"
, _f
OJ2~
12"
,:;.;[
P",N
/,lAX SOM'
I/~Ul/t !
[
I
I OJ2 ,608 15'- 6" 18'-6'
I
i
I
0'1
fI mJ.. w-
I L
Sf',J,NS /,I,A, Y Bf INCRf,A,SED 2" I
I
I
1)'-0 "
PM;S 41,A, Y Qvf:RH"'NG 1/5 OF SiJ.lPLf SP,A,N, (UP TO J' J.I,A,X.)
r:;.R [,A,en 12" OF Ovf:RHANG. CCWSUL T Mol [NGlNf[R FOR
~[,A, TfR O~RH,A,NG
.~
'~\
\
~ SE:tJR[ M ~'I.I PA^iS \
,,' IJ ,'OSI.Is,/1',4,J, \ r/
.;~~
~'SrRIJCTlJR"'l. ......u... ~
~ fKXY srsrr.. ~~
~ ""- ,;>" HI, 90'" (Sa O1,A,R rs) ~
, "- (2) 1/4" O/,lu J 1/2' ST, IHRU ~(,;
! iK)( rs
J"XJ' co:.
~
~
i
J 1/" x I 1/2' x 1/'" [ iMSE ""/ (2)
1/4' co, T",PCO^iS OR fWIV/i'CST It'/
(2) 1/4" OiA x J 1/2" 5 T'" :HRv 9U. rs
- T1Y' OR Si(){ ..o.m T "'C~ C ,.['0-
"'~ 1J4I !M 51: IN SER T
""/ (2) 1/4" OiA X 2 1/4' T,A,PCwS
(2" jJlN -[..~ rYP.) SECUR[ "'W..
:;'XL ",,/12) ,/," 01'" T'nRl.I 8o.rs
.' ,', '~'}
. " ~.. \. !
'" N{""OR[))'
4 ;:;.c.: ps. ,'. 5:..A8
~ (S<I P"'CE I-h;
::.~'
I' ;;:'::)IP T / .nO~^i [::);1 0
~::- ':;;;/i ~//I ROOF -;/ ~r~ ,?HMEN T
N, rs,
/lJ..UI<I!NU~ RODF Po4NS - iI?' XI?, Y X 810'-1',).81 PA,~L
"'S I1NIUF"'CT~J) GY ROY/IJ.. /IJ..(-N!Ni.JI'1, INC., L[[SkJRC
I
;- _.:J..o?: ;,.,
S~A.."l ,
OPCN I . ,.'
~LDlNC 024' -Q' ,) ,,'
- ,"l ' ,? ,.'
P",R TI "'L 1 2 - , ? ,.'
CNCLOSCD OE4' , . -,'
JJUJ L D/ N(j 10 -. ' "' -8'
CNCLOSCD } J' -8' .
I(jlLDJNC 024' 110 12' -. ' ,2 -i'
lEO ' , -8' ?
ROOF ATTACHMENT I/O:tS
F,A,STfNfR TO B[ OfTfRJ.lINfO
B,A,S[D ON CONSTRucnON OF
HOST STRUCTUR[
110 51.1,5. X , 1/2" ., 8"
o.c, INTO ~
J:){i
(2) 110 ., 16" 0.C. INTO W,A,LL SilJOS
J:){i
(2) t'O x 2" Q 24" DC. THRu
J/4 (I.IIN) F.A.SCI.A. INTO. TRUSS OR
R,ifTfR T.A./LS
{){1
1/4"' T,A,PCONS Q 8" DC STAGGfR:: .,'0
W/ liD 5,1.1,5 THRU REG. Hf",OER"ro ;0",.,
1i.Ill.L I 1/4" J.l11Y. f!.l8fOJ.lfN T ,'N ro COr, 0
1 1/2" I.IIIY. fl.lBEOJ.lfN T IN ro ~OC>C
* RfPL,A,Cf ",U Of TfRIQR,A, nNC
~, w/ F,A,SCi,A, SECURfD
TO R,A,FTfR (TRUSS) T,A,ILS
_ '.-,,', -
5: ~~_-...
[.A,J r tVRRJ S UiGl Ne[R! Ne
IXS/GNCfJ TO '97 STM,DA.Rr ,'0'!"~I<
I PU? CNI'V'T. I f>:J6 FOR 110 ...'h .:,:
I
I 01'/ RCS t4F Tel? FO, i, ';)j
:;;
· POST LE:NGTHS AND SPACING FOR WALLS
SUPPORTING SOLID ROOFS (12'SPAN+l'O/H) I
POST
SU[
f':<2',0. O~O'
2'")',,.050' DR
f' 1 f' ~I (j! [
! 1f'12 ) ff 1 , 060'
2'")',,.070' CI?
f' 1 f' .1 (c! [
1/f'12 I/~'(, 060'
l'd',O 09)'
"d',<O I~'
NOMINAL
VALL
H[IGHT
J'
8'
7'
8'
9'
) 0'
J'
8'
9'
) 0'
J'
8'
SCReei'CD VALLS
pas T SPAC/ NG
SOLI D WALLS
POST SPACING
f' -J 0'
f'- 0'
"-8'
-4'-0'
8'. -0'
6' -0'
" -0'
-4' -0'
10'
J'
8'
9'
) 0'
J'
8'
9'
10'
6' -f'
4' -1'
3' -J'
3' -)'
"-3'
7' -0'
"-5'
.'-1'
J f' -0'
" -0'
7' -0'
6' -0'
· 2 DIH[NSIONAL LOADIHG - COMBIHeD AXIAL (ROQF) ,
BeNDI tIC (VI HD! L[),4,DI NG, FOR eACH ADDI TI OHAL FOOT
OF ROOF SPAN (OR oveRHANG) ) i3' ReDuce POST
SPACI He BY 8X OR FOR [ACH FOOT OF ROOF SPAN
(OR OVCRHANG) (i3', IHCRCASC POST SPACIHG 6r 8X
rl'
TI.
I
l
1
8' HIH, }
o<:l,
-21
" RelAR CONT,
THKIND SLAB ~DG~ D~TAIL
N. T. S.
~~~posr
I ~--1 /' CXI sr (j/(ADC
f500 PSI CQHC,
H.C';'
C AcreD I
ru :
3/8' DI A, ReRAI?
fi' LG, THRU
POST
J 2' DI A.
NO TE:l
POST FOOTING D~TAIL
N T s,
THE: ABOVE: DE:SIGN WILL
CARRY A CoNTRI BUTARY
LOAD oFI 50 S, F;
100 S. F. FOR H=30',
AND 150 S. F, FOR H=36'
DA VI D NORRI S eHGI HeCRI NG
DfSIGHeD TO '9J STANDARD BUILDING CODe
peR CHAP T, i fiOfi rOR JJ 0 /o4PH VI HD
UPIRes AFTeR re6. i, 'Oi
Pg 1
:-
-~
(OPT. ) 6' STCP FASCIA III 'J 0 X I'
IJ6'OC, a?
2' X 2' X 0, 040
S T/ FFfNfR
NOTf, FOR OUTSIDf SPANS> 12'
USf 2'x3' (VfRT,)
OR 6' STfP FASCIA
II, /-/CAD
ROOF PAN
FOR 1I00D CONNfC T/ ON
. lOX J -J II!' II, HfAD
SHS, THRU ROOF PAN
, BOX /-/CADfR 5' ON
CfNTfR I Nro HOST
S TRUC TURf,
, 7 l' X 2' X o. 060'
,NCL[ CLIP III (2)
I! 0 .( 518' II /-/CAD
:HS [IooCH IIA Y
BfAH PfR DfSlGN
TABLf,
SCCTION DCTAILS
No T, S,
TYP,
e x IooLUk, COL,
(i) 114' [)JIoo, X 2 JI4' CONC,
::JI< rAPCON 1 i!4' 0 C,
Norc,
100 r CORNE:RS USC Ii) J 14' DIIoo,
.( 2 114' CA D/R 1
4' (.....X) F~ CORHCR,
~J X 2 ""-Uk,
6ASC PLA TC
A, 6,
J' X I' X 1116' X e'
/IooLUk. CLIP III (2) 'J O.
X J/2' rCK SCRfllS /N
CA. [)J Rce TI a-I
4
,.
, ... \
..' :.
. ,
,
SLoPC kJN, 114'lrT
, ,
. . .. ~
(V J14' DIA STL,
rf#N JIQ:. rs (ryp, )
i X ALUH ICM
3 X 3 AL (J'( Co:.,
wrc, rHe ICLOII DCSIGNS IIILL Ct4RRr A CQAlTRI IIJTIooI?Y
L~ or J ~ .t F, - He'rl " X " FTc;, (J 00 $, r, - CXI ST. 4' SLJUJ
ALL#( JASC INSCRT VI (l) J14' DlA X I JII' TAPCa4
, (I) J 14' Dl A, Tf#N JIQ:. TS
al
t' X i' X/I" ALU'/. tINGLe VI (i) JI4' DIA Xi J14' TAPCaY
eA. SI DC or C!l.t.Hf VI (l) J 14' DI tI. THRU 6DL TS
r::t!
3 /1" XI Jli' X JI" ReCeYING CHtI.NN[L
YI (l) 114' DlA X I J14' TtVCOfYS' (V JI4'II THRU JlQ:.TS
~
IooLL or rHe AIOYC -"tIY Ie ca<<CTeD TO vroD HeADeR
IY S/J.ISrlrun,.,;; (4) 110 S,I( S. (r IoIlN, e}(JClJ) FOR TAPCO'<$,
~.... II .... '; .:' \ , :. ': " .J'" 3 J /2'
,~' , :, U,N.)
I . .j \ I 4 " ~.. . '
'-CX/STiNG 4' CONC, SLAB V/ NO CRACKS III THIN 30' OF POST
aB HCV rH!(' ND 8' X 8' ~O FoaTi NG V/ Ii) .5 CONT,
QB vDOD DeCK VI DIL. 2 X 6 (XlN. ) peR/MeTCR HeADeR
1:iIJ..U
SfE: DeTAfL BE:LOV
II/-/CN HOST STRUCTURf IS kASONARr
, J 0 X 5/8' v, HOD S,HS
THRU ROOF PAN RI SE:R ON
JI!' CCNTCR INTO STIFr[NER
AT fACH [ND or ROOf'
,.-- c' X i!' POST SHJ"'"
_4-'10 X I' S,I( S.
f'C1f ~osr INTO
U<rfIfIOR SCM'rI V"t1"l:S
__ I' X r 0f"CI< JAD:
I(Jrr()H PLA rr
, .
.
~Ii) 114'11 X 2 114'
Ca-Ic. A. I Of( r APCY-o
1 24' 0 C
KICKPLATf OR CA6ANA SKIN (Xl'" 00: 9';
ATTACtCD VI POP I?I ycrs OR '10 .( : /2'
S, H. S, 1 J 6" C, C
~
~
\t1
~
I
exrRuDeD HeADeR Y/I/4"
X I 114' r,vciJ'lS , "
a C STAcaKD
_-II) 110 X SI" S I( S
\ 7?k'~~m~
l 110 S, ;(, S , S' a c.
loll N. (3.! Pc/I I'M
0:
MASONARY / HE:ADCR
.ATTACHM[NT V[TA,.' ~
" T S
CON I
I Pg
I
POS T CONN[C T! ONS
(CARPORTS I opeN "ATIO)
DAYID NORRIS fNGlNefRING
DCSICNfD TO '91 STAN~D BUILDING
PO? CH.4/' T, HO' FOR JJ 0 ;.;pH VI ~
No T, S,
, -F
CXPlReS AFTfR FC6, J. 'OJ
Rcx::r A rTACHMCN T
(sa Norrs 8ll01f)
Norr: CKVL r SHCAR WALLS ok LO,(O 8fARING
IfALLS RfOUIRf HVRRIC,(NC STRAPPING
HVRRICANC CUP T ok 8, OF [A "'AU S T\JO
_ 24' 0, C, (M,IX.)
V5[ SHE,AJ?W,(LL STGElM BRACf-X P,( rTfRN
'MTH M,H. STRAPPING w/ (I) &J . [,( ST\JO
(GEl)
V5[ STORM 8RMX 1/"- THCRJ.lOPL r '* N,(IL[C
PCR J.IFG" SPCC'.. W/ HVRR. CUPS PER ,(80ff
5[ClJRC AWMINVJ.I PANS TO TOP PLA rr
OF CNO WALL If/ FlO x I 1/2' S.I./,S, 2
12' O,C, (AHO S!ClJflC CNO W,.(LL Vf:RT.
STUD TO HOST STRVCTURC W/ 110 x J'
. 12' O,C.)
08L 2 ',4' TOP PLA rr
I (I) 2' X " (IF CCKVT)
i
+--- rd' i+OOO STUD
W,(LL 2,' 0, e,
SECVRC AWI./, P"(NS
W/ (J) 110 5.I./,S,/PAN . 5'
0, e, (rrl>, _ C,.(, CNO)
,/4'/(('
~~
\J!!!..~
8
J",J,J../
~
5/8' nIl i+OOO SIDING OR
\1Nl't GEl ,(WJ.I, SIDING DvtR 1/2' PL r w/ 8<J
. 6 '/12' 0, C, caGeS / IN rrRI.I,
ok . J' O.c. TilB ok ALCKVC ALL HCADCRS ok PLArrs
(FOIl SHOR ok VPUFT) 'U:PLAceS HVRR, CUPS
r==' J/'" OIA, CCKVC, A,8, OR 1/4" T.A.PCCKVS
_ 2+' o,c. (2' J.IIN, CJ.lBEO.)
:;'x<' p, T, IlOOO PL,( rr
.~
C[ '-h ./
~
NfW OR fXISnNG
" 2500 PSI CCKVC. 5U.a
",,,1;';'
SCCV"'[ ALVMINVJ.I P';'NS TO TOP Pc,;. T
OF OiO WALL (,(NO [NO W,;,LL YfR no,,j,
ro HOST ST1WeTUR[) w/ FlO x 2' 5." S
. 24' 0, C.
I-f)
I' X 2' PVRLlN)
" X 2' OPCNa,(CK w/
1/+' OIA, COVC, A,a, (} 2,' 0, e, (M';'X)
(1) A.a, . [A, POST (2' MIN, D.l8[O - rrP)
GEl 1/4" X J 1/4' TAPCON
- FOR WOOD OED<
(SET NOTf BfLD'r'I)
5[[ FTC, OUAIL
P,(C[ I-H
NCW GEl [XIS nNG
+' 2XJO PSi CONe. SL,(8
w/J.ICKVO, roo rrR (rrP)
I-~ CCKV T (rrP.)
~.~_,,,J1Ji
ROOF A TTACHME:NT NOTE:S
,. AS T[N[R TO B[ DU[RMINED
8ASfO ON CONSTRUCTION OF
"10ST STRUCTURE
1:0 S U S X I 1/2' 0 8'
C) C IN TO WOOD
{2B
0) 110 (1 IS" DC INTO WALL STUDS
{2B
:2) 110 X 2' 0 24' DC THRU
3/4' (MIN.) FASCIA INTO TRUSS OR
PAFTfR TAILS
QB
'/4" TAPCONS 08' DC STAGGERED INTO CONC,
,y/ 110 S M.S THRU R[C HEADER INTO PAN BOTTOM
'Iorr 1 1/4' MIN. EMB[DMfNT INTO CONC,
I 1/2' MIN. [MB[DM[N T IN TO WOOD
"" R[PLACf ALL DE TfRIORA TlNG
>'fOOD, rI'/ rASCIA SECUR[O
TO RAFTfR (TRUSS) TAILS
* FOR WOOD DECK: USE /'0 SCREW
X J' LG, (THRU WOOD D[CK INTO
8EAM OR HEADER) 0 24' 0. C, MAX)
USE (2) /10 X J' 0 EA, POST
CUP A TTACHME:NT NQTE:S
CAPRI CUP:
USE (2) L I' X I' X 050' W/ (2)
110 X J/4' TfKS INTO EA F,A,CE
f2B
CASTLE CUP:
L 1 1/2' X 2 1/8' X 050' RE'C CHANNEL
W/ (4) 110 X J/4' TfKS INTO BEAM OR OPEN 8AC,
de (2) 110 X J/4' TfKS INTO ",.(, S,uB, OF CeL
THIS STRUCTUR[ H,.(S 8ffN Of5lGN[:).,
,.(CCORO,.(NC[ >+iT,'! TH[ '97 STM":),,RO 8.::;
COOf ~TH ALL RCVlSlONS TO
CH"(Pr. 1505 FOR 110 i.lPH ~.;O '(fc:)C,'......
\10'0 ,.(FTrR 2-1-01
0,,( \010 NORRIS fNGlNffRING
112 C()([I./,.(N RD
~N TrR H"( \ltN, r,~ JJ880
(86J) 299-10.+.8
Pg 2-~
/~
~.
-
::z '
"
~
.,....
-4 ' "x,,' 6 '
~P:...
r~:'"
.oj J'6' BR,';:x
:- :J:... .'; ; Pr.... / r r A C [
~J;; T A,;( Bf" .'[[ft
3:::, ~-,,~ ,:,"'; 9:.... :JC-:
~'I2'J 6' ::[:..:...
i'_ :: -:" 6 .lo4A,.r
~
;...[ ~ ,~RAX
... / 55' ;.,'S[ SOLI D
j i,t,~r__F .4':"~ (!-YO P/[RS)
VARJ tS
6' -0"
-,(
{
(HAX)
r-,
~ I ~I
! ~ ill
'~ ~
" 'I I
~ I H :
: 1=
~O!
,I~
!Ii
n
H
~
'--- BACK UP VAL L
UNDeR HOBILf HOHf
eXBXi6 CfLL BLOCK
/~
!~: '-....
::J;! ---.
-~'1 2t::
r-', I <Q:
I ~ :::::" I
: h! I
1~5/8' ~c;.,:,;..
~0. u ~,: 'RJ" '.A. ,.
'\. .' .,,": :: ~ A"j
18\:;-1 'o-;R.
~ ~ &..7,",':;;
NOTf' rOR HEIGHT ( ]2', C. B PieRS
, B' -0' 0 C (MAX) AR[ ALLOvfD
rOR HOGHT (24', i2' VID[ rOOTfR'
C i PlfRS, iO' -0' a c, (Xo\X) ARf AuOVfD
,
,~j
I I ~
t
.:::
6' -0"
I
6' -O'----J
o
o
I
BR! CK i
,
6' -0"
6' -0"
VARI es
~
~
- ~ e. "_~..-._ ~_ ~ .
. ., /~~
~:,''!
6X6 110/10 V V H
OR f'I BfRHesH
1 NOHI NAL
-r "'00 ,Hi
CDNCR[r[
"'/N
P!CRS
,
I THIS STRUCTUR[ HJo,S 8[[' ][5-:.'.[]
Jo,CCOROJo,NC[ >>ITH rH[9C S"',J~": ~_._
COO[ I'rlTH Jo,LL R[I1S/Of,S '0
I CH.APT 1606 FOR 170 ",PH 1IrI"..- ,L.C,:-.
I VOiD Jo,rT[R 2-1-07
I O.A 110 NORRIS [NGlN[[R.',:;
, '12 C()([IJM, RO
II\1N T[R H). VfN, FL JJ&SC
I (86J) 299-1048
I
APClIi' J,A,Rf?ICf?
CLCAN C~PACTfD r!LL
SOiL TO 9'X STANDARD
OCNSiTY
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