HomeMy WebLinkAbout96-5498
BUILDING PERMplerTm.'tl'l1!-- '-549813
CITY OF ZEPHYRHILLS
(813) 788-6611
DatE!
J- '1- 9-6
~~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Pmperty Owne" J(,,::~ ~
Job Address: 6 /7 ~~... )7f ~ _...A! (/
Water Meter:
T,I.F.'s:
Parcel I. D. #
Zoning: Energy Code:
Description of Work..... /~a~ y~ ,A.A..'
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAL /-?r &
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration # /t V Y
State Certified License#
~i~ r~~
Address J')tfI/ ~~ 40-
Telephone# ~ffJ-77/--
Valuation or
Contract Price
d:J.. c.IO - c-v
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BUILDING
ELECTRICAL
PLUMBING
-
MECHANICAL
Ftr,
Pre SLB
Lintel
FRM.
Insul. CL
WL
'~4~
I, ~
'O~~
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 ($15.00) 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 PERKIT
CITY OF ZEPHYRBILlS
BUILDING DEPARTMENT
YeYJ IJ ~'2. ,..---~
OWNER'S NAME (' ~ ~
OWNER'S ADDRESS <6 7 ,)S
67 ?oS
PHONE
JOB ADDRESS
'ptJ/i.7lI ~- ~.
A/v/2TII ~
Ii
,l> a 'l.; ..-
SUBDIVISION ...D L'vz;-)l!.. cA-'~
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL 1. D. f
(OBTAIN FROK PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction /Addition ----Alteration
~epair _Install
_Sign -.JIove _Deaolish
PROPOSED USE: _Single Faaily _KIF _, of Units _K/H
_ec-ercial _Indust. _Swia. Pool ~ther
_Restaurant & Health Departaent Approval
DESCRIPTION OF WORK:
S~e,v
~#"
BUILDING SIZE: I.J'C,I X ~ "
Square Feet,
'I'
Height
RESIDENTIAL:
COKMERCIAL :
ATTACH (2) PLOT PLARS & (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.
PERKITS REOUESTED
V' BUILDING
$
~~
Valuation of Total Construction
_ELECTRICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
---1fEClWlICAL
$
Valuation of Mechanical Installation
_PLUMBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FDllSHED FLOOR ELEVAITONS:
F1' .
IS PROJEC'l IN FLOOD ZONE AREA?
YES NO
..........................................
CONTRAC'lOR SECTION
BlTnJ)~- COKPANY ~~~'-"&.1
State Cert. or Regist. f 0 Q}
Signat City License Registration f
..........................................
~<t-I
RJ,RCTRICIAN
COKPANY
State Cert. or Regist. .
City License Registration f
..........................................
SignAture
PLmlBER
COKPANY
State Cert. or Regist. f
City License Registration f
..........................................
Signature
MECHANICAL
COMPANY
State Cert. or Regist. f
City License Registration f
..........................................
....
Signature
OTRRR COKPANY
State Cert. or Regist. ,
Signature City License Registration ,
..........................................
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
fbe undersigned understands that this peIlit JaY be subject to "deed restrictions" wbich lily be lOre restrictive than City
regulations. fhe undersigned assuaes responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has bired a contractor or contractors to undertake work, they .ay be required to he licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the 0IIJler and contractor lilY be
cited for a lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requireaents lay apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813)
788-6611.
FurtherlOre, if the owner bas hired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the
DContractor Sections" of this application for which they 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 lily be an indication that he is not properly licensed and is not entitled to peraitting privileges in the
City of Zepbyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION 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 - HOIl!OIf.Der's Protection
Guide" prepared by the Florida DepartJent of Agriculture and Conslller Affairs. If the applicant is SOIeOlle other than the
"owner", I certify that I have obtained a copy of the above described docUIIeDt and prOlise in good faith to deliver it to the
Downer" prior to cOllenceaent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforaation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developleDt.
Application is hereby Jade to obtain a peIlit to do work and installation as indicated. I certify that no work or
installation has c08enced prior to issuance of a peIlit and that all work will be perfol1led to teet standards of all laws
regulating construction, City codes, loning regulations, and land developaent regulations in the jurisdiction. I also
certify that I understand that the regulations of other govl!IDlental agencies lilY apply to the intended work, and that it is
.y responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t Departlent of EnviroDleDtal Regulation - Cypress Baybeads, Wetland Areas and EnviroDleDtally Sensitive Lands,
WaterfWastewater freatJent
t Southwest Florida Water Manageaent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t AIIY Corps of Engineers - Seawalls, Docks, Xavigable Waterways
t Deparuent of Health' Rehabilitative Services, EnvirOJllental Health Unit - Wells, Wastewater freatJent, Septic fanks
t US EnvirOJllental Protection Agency - Asbestos abateaent .
I also certify that, if fill .aterial is to be used in Flood Zone "A" or DA,etc.", it is understood that a drainage plan
addressing a "cOlpeJlSating voluaeu will be subJitted which is prepared by a professional engineer registered in the State of
Florida prior to peIlit issuance.
A perait issued sball 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 sball issuance of a petlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every petlit issued shall becOla invalid
unless tbe work authorized by such peIlit is co.enced within sillODtbs of issuance, or if work authorized by the peIlit is
suspended or abandoned for a period of sillODtbs after the tile the work is C08enced. One 90 day eltension of tile, lily be
allowed for the petlit with fee cbarge of $15.00. fbe eltension sball be requested in writing to the Building Official. An
approved inspection lust be logged during each sixlODth period, or the project will be considered abandoned.
IIARKING fa owm: YOUR FAILURE fO RECORD A XorlCH OF mtMBIfCElllNt' MAY RESULf IX YOUR PAYlXG rwlCH FOR IMPROVIMEIIrS fO YOUR
PROPERfY. IF YOU Ilft'EIfD fa OBfAIX FIIJIICIXG, COISULf WIfH YOUR LllfDER OR AX AftOlU1EY BEFORE RECORDIIIG YOUR IfO'I'ICE OF
COMMEXCEMEIff. JOBS UlfDER $2,500 IN VALUE 00 X~_lfEED fa RECORD DD ~~ OF mtMBIfCEml".
~ /#
: OWER 0 A . , SIGH'rURE: COBIRACfOR
srArE OF FLORIDA
coum OF ;J?I!rc::.o
The foregoing instrument was acknowledged
before me this , 19____ by
SfAfE OF FLORIDA ~.::::..o
coum OF r/~ .
The foregoing instrument was acknowledged
before me this , 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
~..
Serving E, Pasco Since 1973
I POOL ENCLOSURE SPECIALIST I
32818 Peachtree Lane · Zephyrhills, Florida 33544. 904-588-2775
CONTRACT PROPOSAL
Patio Carport Repair Other
Pool Enclosure A
Tn PTTTLD AFD INSTALL ON};; wrnTE SCREEn LANA T
Of'- ['~i(T,()rrnJG CONCRE']lE FOUl'En. Ef'1CLO,SURF: 'HILL
Em mTTLT TO f'1F.ET CR EXCEED ALL STATE MID
LOCAL P,ULDn:G CCDES.
8"Tr;I/~r)uR~'rrLL HAVE 'I'NO DOORS (3011) ANI)
SU :r.i~;I~ GurrTEf~ WITH TWO Do'~rfT SPOUTS. ET'TCLCSUq!,~
!,'fTLL r',r,~ N'T 'A' FRAI~E ?JT'l'H HIP GABLE r-:!',ms.
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Ir'611
1('1"
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'171
Name "'D'J3TF?GESS
Address UYI' 11 SILVER QAvS
Florida Lie. RX0034241
Color 41#'
Doors 2.
Chair Rail '-J-L.
Post ?-JIJI
Beams 1-Jtt
Gutter S ~At.
Downspouts 1"vv
Roof ~.1
Height <;'
Width I)' ~.-
Length Iff'
Kielt flal..
flerida el~
Screen /Y//II ~~
Ret Doof-.
R-e&efeen
Cables )-
CO"Cf6te
Repetr-
PLOT PLAN
&
PARCEL NUMBER
;Zc-r#,fOl:O
6 7/)" ,tId,,-rJl~ ~
S/o .,fr
{(O ~J!lJrt I JJ
WE PROPOSE hereby to furnish material and labor - CO~lete In accordance wit above spec.lealions, lor the sum of:
rfll'l T:'rrl:.l r rr'I')T.'-r-1 :r 1 T")rl T'f ",'-rTl \1' dollars($ ....I?~
Payment to be made as folloWs:
~)l;r'/ '):~r}r;:;I'r '.','rrT' 'l';L:~ BA^~I.. DUF: urm' SrunI,'-,;TH;I'
AU material is guaranteed to be as spec.led. All work to beco~ted In a workmanUke manner accordlilg to standard practices. Any alteration or deviation from
above specWlcatlons involving extra costs will be executed only upon wrlten orders, and will become an extra charge over and above the estimate. All agreement
contingent upon strikes, accidents or deleys beyond our contr I tornado and other necessary Insurance. Our workers are fuly covered by
Workmen's Co Ion In
,
'e: is roposaJ may be withdrawn by us W not accepted within
Io~ Is;actory and are hereby accepted. You are authorized to do the work as
specWIed. Payment will be made as outlined above. Final payment shall be iIltlrne of CO~let n 6f work. FalIure to co~1y may resull In legal action.
Payment of any and allegal action necessary will be paid by the owner, No service nor warranly w II performed unlllflnal payment has been made.
Date of Acceptance
Signature
Signature
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SEE GUTTER TO fASCIA
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SEE GUTTER TO fASCIA
DETAILS
-
I BEAM TO GUTTER DETA~LSl
/2" x ,075 ALUM, ANGlE CUP
(I) 0 EACH BEAM LOCATION
(2}-110 SlAS
(4)-112 , 3/4' SlAS INTO GUTTER (1' MIN SEPARATION)
2" SlAB SEE SPAN CHARTS
(4}-112 , 3/4' SlAS EACH SIDE
18 SMS THRU CHANNEL IN TO BEAM
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STRUCTURAL GUTTER
--- 2 1/8' xlI /2" REC, CHANNEL ,062
2' , ,075 ALUM, ANGLE ClIP
(I) 0 EACH BEAM LOCATION
2" 5MB SH SPAN CHARTS
--
093 ANGlE
(2}-ll0 SUS
(4}-Il0 SUS INTO BEAM ( EACH SIDE)
(2}-II2 , 3/4" SlAS INTO GUTTER
(1" MIN, SEPARATION)
/IiJ SUS THRU CHANNEL IN TO BEAM
~5.
2 1/8" , ,. REC, CHANNEL ,062
2' , ,075 ALUM, ANGlE ClIP J
(I) 0 EACH BEAU LOCATION
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2" SlAB SEE SPAN CHARTS
2 x 2 INTERNALLY fASTENED TO BEAM
WITH (2}-110 x , , /2" SUS
(4}-112 , 3/4 SUS EACH SIDE
(4)-#12 , 3/4 SlAS INTO GUTTER (I' IlIN, SEPARATION)
2 1/8" , 1 1/2" REC, CHANNEL ,062
445
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SEE GUTTER TO FASCIA
DET AILS
/2' ,075 ALUM, ANGlE CLIP .-/
(1) 0 EACH BEAU LOCATION
/ /
DOOR JAMB INTERN ALL Y FASTENED TO BEAU
WITH (2)-110 x , '/2' SUS
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2" SlAB SEE SPAN CHARTS
445'
(4)-1'2 x 3/4 SlAS EACH SIDE
(4}-II~ , 3/4 SUS INTO GUTTER (I' UIN, SEPARATION)
~ 2 1/8" , 1 1/2" REC CHANNEL ,062
TG
NOTE
AL ENGINEERING, INC DotS NOT WARRANTEE, EITHER EXPRESSlY OR IMPLIED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE
~ ALUMINUM STRUCTURES MASTER PLAN
~~, @ COPYRIGHT AL, INC, 1994
49/
I SIDE 'w' ALL COLUMN" TABLE I
~--~~_._..- Ill:D" 10M ~
T 45' "'-
HEIGHT -,
1 HEIGHT
t
u. -I MANSARD
GABLE
MAXIMUM COLUMN HEIGHT
IN DECIMAL FEET
SCREEN WAllS 13 PSF - SCREEN ROOF 7 PSF
WINO lOADS UP TO 120 MPH
--
(D) (F) (G) (H) (I) (J) (K) (L) (M) (N)
2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB
9,75 13,00 13,33 16,00 16,50 18,50 X X X X
8,67 11,67 12,50 14,50 1433 16,67 X X X X
8,00 10,83 11.50 13,00 12,83 15,50 X X ): X
7,33 9,83 10,83 11,83 1167 14,50 19,33 X X X
6,83 9,17 1017 1100 10,83 13,67 17.83 19,67 >c: X
6,33 8,50 9,67 10,33 10,00 12.83 16,67 18,33 X X
6,00 8,00 9,17 9,67 9,50 12,00 15,67 17,33 X X
INTERPOLATION OK
I CHAIR RAIL CONNECTIONS I
DETAIL CD
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---
ACING
3'-0'
4'-0'
5'-0'
6'-0'
7'-0'
8'-0'
9'-0'
1/11' REtE\'lN; CHANNn.
NIN. l'
W/ 4 "0 SIll'
/
INTDlKJI '\J" CHAHNn.
WI 4 "0 g,s
EXTERIOR @
CHAIR RAIL I1
CONNECT ION
INTER lOR @
CHAIR RAIL 12
CONNECTION
_.'-----~.._-_._._-----
ALUMINUM STRUCTURES MASTER PLAN
ENGIt-.EERING, INC, @ COPYRIGHT AL, INC 1994
31
INTERIOR ~
CHAIR RIIIL ~
CONNECTION
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SIDE 'WALL COLUMN TABLE I
Lf T IQT 10M \._ ~
)0.
~
HEIGHT t
NTE j HEIGHT
72'
T lllDGED BRAClI<<i ~-~,-
E:)(.IH'lL
1--- Ul ---------1 MANSARD
GABLE
MAXIMUM COLUMN HEIGHT
IN DECIMAL FEET
SCREEN WAllS 13 PSF - SCREEN ROOF 7 PSF
WIND lOADS UP TO 120 MPH
(D) (F) (G) (H) (I) (J) (K) (l) (M) (N)
SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB
3'-{). 9,75 13.00 13,83 16.00 16,50 18,50 X X X X
4'-{)' 8.67 11,67 12,50 14,50 14,33 16,67 X X X X
5'-{)' 8,00 10,83 11,50 13,00 12,83 15,50 X X X X
6'-{)' 7,33 9,83 1083 11,83 11,67 14,50 19.33 X X X
7'-{)' 6,83 9,17 10,17 11.00 10,83 13.67 17.83 19.67 X X
8'-{)' 6,33 8,50 9.67 10,33 10,00 12.83 16,67 18,33 X X
9'-{)' 6,00 8,00 9,17 9,67 9,50 12,00 15,67 17,33 X X
INTERPOLA nON OK
I CHAIR RAIL CONNECTIO~
DETAIL CD
I II (. ItE'CEIIlNG Cllo\HNn.
"IN. -r
WI 4 "0 SNS
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IN mueR "\I' Cllo\HNn.
wi 4 fAO _
EXTERIOR @
CHAIR Rt'\IL I1
CONNECTION
INTERIOR @
CHAIR RAIL 12
CONNECTION
INTERIOR ~
CHAIR RAIL e
CONNECTI ON
ALUMINUM STRUCTURES MASTER PUN
ENGI~ERING INC. @ COPYRIGHT AL, INC, 1994
31 I
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RECEIVING CHANNEL
(2) - #10 SMS INTO 5MB OR
SNAP BEAM - EACH ~DE
TYP, 5MB OR SNAP BEAM /
T (I' SMlJ OR 9JAf' mAM
(4) - /110 x 1 lKSMS IN~
SCREW BOSSES - EACH SIDE
!~~~21/8. x 062 RECfIVl~(~CHANNEL
wi (4) - /lID SMS INTO BEAM & (2) /lID
SMS INTO BOTH SIDES OF 2 x ,\ P,G,
;=
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2 x 3 - ,050 P B,
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TYP, 5MB OR SNAP BEAM
TYP, 5MB OR SNAP BEAM
( PRIMARY BEAM)
( SECONDARY ) #10 SMS INTO #TO SMS EACH SIDE
PURUN BEAM PRIMARY BEllM OF PURUN BEAM
2 x 4 5 3
2 x 5 5 :0
2 x 6 7 4
2 , 7 8 5
-~---
2 l( 8 10 5
2 )( 9 10 6
SEE SCHEDULE FOR FASTENERS
_._~~---~--
TYP SUB PURUN - SECONDARY 2
TYP, _SMEl__CJR__c,NAp' BEAM - ( PRIMARY )
~ ALUMINUM STRUCTURES MASTER PLAN
\Ui\~ ~ He, <D COPYRIGHT AL, INC. 1994
29 I
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I ALUMINUM EXTRUS~?NS ~D CHART I
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I WT 1FT [ AREAJ WALL t I FLGE t ] ALLOY -~
DESCRIPTION
STRUCTURAL I TEMS DESCRIBED
-- --..----r--------- -------- -..----
(A) 1 x2 OPEN BACK 0,276 0,230 0,044 0,044 6063- T5
1 x3 OPEN BACK -- 0,384 - 0.320- --0.050 0.050 6063-T5
B
C 3x2 PATIO BEAM 0.681 0.579 0,050 0,050 6063- T5
D 2x2 PATIO BEAM 0.518 0,441 0,044 0.044 6063-T5
E 2x2 SNAP BEAM 0,542 0.461 0.041 0,041 6063- T5
-~.._-- --.----- .-.-- -- ----- -..--" 0,050 6063- T5
F 2x3 PATIO BEAM 0,681 0.579 0,050
-. f------ 0,578 0,045 0,045 6063- T5
G 2x3 SNAP BEAM 0.680
2x4 PATIO BEAM 0.799 0,679 -. 0,050 0,050 6063- T5
H
I 2x4 SNAP BEAM 0,786 0,668 0,045 0,045 6063- T5
J 2x4 5MB 1,008 0.857 0.044 0.135 6063- T6
K 2x6 5MB 1,342 1.141 0,054 0,135 6063- T6
L 2x7 5MB 1,515 1,288 0,057 0.135 6063- T6
M 2x8 5MB 2,147 1,826 0,072 0,224 6063- T6
2x9 5MB .-- 2,317 1.970 0,072 --
N 0,224 6063- T6
3x2 POST BEAM .. no_~____ ~O,68-0- --,,~, 0,070 6063.- T5
0 0,800 0,070
p 3x3 SCALLOPED TUBE 0,596 0.507- --o.-.m._- ,045-.0/8 6063-- T6
.045--078
0 3x3- 0, 093 TUBE 1,256 i,068 O,IJ93 0.093 606,)- T6 -,
R 3x3-0,125 TUBE 1,691 1,438- -..--.-- 0125 606Fffij
0,125
S 4x4-0,125 TUBE 2.279 --.- -- 0 1 25
1.938 0,125 6063-- T6
---- ---
ANGLES DESCRIBED
-
(AA) 2x2x.125 ANGLE 0,569 0,484 0,125 0,125 6063-T6
AB 2x2x,093 ANGLE 0427 0363 0]93 0,093 6063-- T6
AC 1x1x,06i' ANGLE 0.141 0.120 0,062 0,062 6063- T6
AD 1 x2x,062 ANGLE 0,214 0.182 0.062 0,062 6063- T6
AE 1 x3x.l1 0 M~GLE 0,323 0275 0,070 - 0,07'0 6063- T6
RECEIVING CHANNELS DESCRIBED
--
l,5x2,125x.062 0.362 0,308 0,062 0.062 6063- T6
l,5x3.125x,062 0.438 0,372 0.062 0.062 6063- T6
1, 75x3,23x,ll 0 0,834 0,710 0,110 0,110 6063- T6
-
SUPER GUTTERS DESCRIBED
GA 4" x4" EXTRUDED 1.270 10~O70 0,070 6063- T6
(GB) 4 x5 EXTRUDED 1,358 1.155 0,075 0.075 6063- T6
~ ---~---- ---~- .J
~ ALUMINUM STRUCTURES MASTER PLAN
E~~, @ COPYRIGHT AL, INC. 1994
~-~._---
--~
----~- ---- - --~----_.~_.._~._----
) ,
QI MAXIMUM ROOF BEAM SPANS
IN DECIMAL FEET EXAMPLE:
SCREEN ROOF I SCREEN WALLS POOL ENCLOSURE
=- WIND 110 MPH DEFLECTION L160
=- <----[ COLUMN USED J->
10 . WALL
~ i ROOF (F) (G) (H) (I) (J) (K) (L) (M) (N)
BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9
USED PB SMS PB SMS 5MB 5MB 5MB 5MB 8MB
.....
- 4'-0" 18.42 19,($ 19.25 19.25 19,25 19,25 19.25 19.25 19.25
=- (H) '5'-0" 17.08 17,58 17.75 17.75 17,75 17.75 17,76 17.76 17,76
2x4 6'-0" 16,08 16,58 16.75 16.58 16.75 16,76 16.75 16.75 16.76
=- PB 7'.0" X 15,58 15.75 15,75 15.75 15.75 15,75 15.76 16.75
8'-0" X 14.92 15.08 15.08 15,08 15.08 15.08 15,08 15.08
9'-0" X 14.42 14.42 14,42 14.42 14,42 14.42 14,42 14.42
...
4'-0" 21,08 21,75 21,92 21.75 23.42 23.42 23.42 23,42 23,42
-.... (J) 5 '-a" 20,08 20,08 20.25 20.08 21,58 21.58 21.58 21.58 21.58
~ 2x4 6'-0" 18.42 18,75 18,92 18,92 20.25 20.25 20,25 20.25 20.25
=:. 5MB 7'-a" X 17.92 17,92 17,92 19.08 19.08 19.08 19.08 19,08
8'-0" X 17,08 17.08 17,08 18,25 18,25 18.25 18,25 18,25
=>> 9'.0" X 16.42 16.42 16.42 17.42 17.42 17.42 17.42 17.42
~
4'.0" 28,08 28,58 28,75 28,58 29,92 31.92 31.92 31.92 31.92 I
= (K) 5'.0" 26.08 26.42 26.58 26,58 27.58 29,25 29.25 29.25 29,25
2X6 6'.0" 24.58 24.92 24,92 24.92 25.92 27,42 27.42 27.42 27.42 ~
== 5MB 7'.0" X 23.!'i8 23.75 23.58 24,42 25,92 25,92 25.92 25.92
I
8'-0" X 22.58 22.58 22.58 23,42 24.58 24.58 24,58 24.58 IJ/)"I
.. 9'-0" X 21.58 21,75 21,75 22.42 23,58 23,58 23.58 23.58
.
iii 4'.0" 31.58 32,08 32.08 32,08 33.08 34,92 35.92 35.92 35.92 .
(L) 5'-0" 29.42 29.58 29.75 29,75 30.58 32,25 33.08 33.08 33.08
iii 2x7 6'-0" 27.58 27.92 27,92 27.92 28.75 30.08 30,92 30,92 30.92
5MB 7'-0. X 26,42 26,58 26,58 27,25 28,42 29.25 29.25 29,25
8'.0" X 25.25 25,42 25.42 26.08 27,08 27,75 27.75 27,75
Z; 9'-a" X 24,25 24.25 24.25 24,92 26.08 26,58 26,58 26.58
.. 4'.0" 38,25 38.58 38,58 38.58 39.42 40.92 41,75 44.25 44.25 I
(M) 5'-0. 35,42 35.75 35,75 35,75 36,58 37,75 38,58 40,75 40,75 I
t; 2x8 6'-0. 33.42 33.58 33.75 33,58 34,25 35,42 36.08 37,92 37.92 ;
5MB 7'-0. X 31.92 31.92 31.92 32,58 33.58 34,08 35.92 35,92
r. 8'-0" X 30.58 30.58 30.58 31.08 32,08 32,58 34,08 34,08
9'.0" X 29.25 29,42 29,42 29.92 30,75 31,25 32,75 32,75
D 4'-0" 41.92 42,25 42,25 42,25 43,08 44.42 45,08 47.42 48.42 i
(N) 5'-0" 38.92 39.08 39.25 39.08 39.92 41.08 41. 75 43.58 44,58
D 2x9 6'-0" 36,58 36,75 36,92 36.75 37.42 38.42 39.08 40.75 41.58
5MB 7'-0" X 34.92 34.92 34,92 35,58 36.42 36.92 38.58 39,25
D 8'-0" X 33.42 33.42 33,42 33,92 34.75 35,25 36,75 37,42
9'-0" X 32.08 32.08 32,08 32.58 33.42 33,92 35,08 35.75
INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ..,.-
;
J
I
['I ~ALUMINUM STRUCTURES MASTER PUN
' I ~ ENG//EERING.INC. @ COPYRIGHT AL, IHC, 1994 53
...-r ,