HomeMy WebLinkAbout03-2127
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
RESIDENTIAL SWIMMING POOL
2127
Permit Number: 2127
Permit Type: SWIMMING POOL RES.
Class of Work: POOUNEW
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost: 20,000.00
Date Issued: 6/03/2003
Total Fees: 200.00
Amount Paid: 200.00
Date Paid: 6/03/2003
Work Desc: 14 X 26 MARCITE POOL
Address: 5010 19TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-21600-0130
Name: ZIENTARA JIM
Address: 5010 19TH ST
ZEPHYRHILLS, FL. 33542
Phone:
REESE ELEC.
RICHARD DELAFIELD
RICHARD DELAFIELD
HAWLEY ALUMINUM
BUILDING FEE
PLUMBING FEE
ELECTRICAL FEE
130.00
35.00
35.00
~OL ELECWtl7~~ND '1-01--0;;$
REINSPECTION 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:
I (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
"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."
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances
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.. v CONtRACTOR PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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PROPOSAL
Coral Isle Pools
5925 Fort King Road
Zephyrhills, F1 33540
(813) 782-7508
Delafteld Construction
General Canst. & Plumbing
PL #002356, GCL #000609
Pro . Submitted To: Date: March 27, 2003
Name: Phone Numbers
Jim Zientara Home: 783-8208
Street:
50 10 19th street Fax:
City: Zenhvrhills
State, Zip:
Florida 33541
We hereby submit specifications and estimates for installation of a Marcite swimming pool
size 80 linear ft. or 14 x 26, depth aprox. 3% to 5% all filtering equipment, a light, and
decking with acrylic finish including existing concrete.
Pool Price with Screen Bnc1OS1U'e
$20,000.00
Extra Optioaa:
Heat pump
$ 2,997.00
Rote:
X Electric to pool equipment area By Owner
X Water provided by owner
Any materials and labor not included in this agreement will be extra. Staining. streaking. mottling. etching or shading of the marcite
finish, which occurs after the pool is filled with water and chemical treatment begun. shall not be construed as defective workmanship or
materials. (Relative to water chemistry) All decking is installed according to Building Codes any cracks shall not be construed as
defective workmanship or materials. Guarantee null and void if not paid in full within 10 days after water is in. Owner is responsible for
lawyer fees and court costs if it becomes necessary to coHect any monies left owing on Pool Contract. Any extra dirt is at the expense of
the customer, as well as water problems and seepege. This contract does not cover other safety requirements by County or State
Agencies, i.e.. barriers. Blarms. etc.
We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of:
Twenty thousand dollars & no cents ($) With payment to be made as follows:
$1,000.00 upon signing of contract 1M draw of $12,350.00 upon commencement of work 2nd draw of $6,350.00 upon deck
being poured and balance of $300.00 upon completion.
Buyer has the right to cancel this agreement/proposal by mailing a notice to the seller. The notice must say that you do not want the
goods or services and must be mailed before midnight the third business day after you sign this proposal.
All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any
alteration or deviation from above specifications involving extra cost will be executed only upon written orders. and will become an extra
charge over and above the estimate. All agJeements contingent upon strikes, accidents or delays beyond our control. This proposal
subject to acceptance within _10_ days and is void thereafter at the option of the unders" ,
Authorized Signatu
Acceotallce of PrODOAl
The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as
specified. Payment will be made as outlined above. (. ~ '" ~
Accepted: Signature .. .0?l .A ~, dd/le-c-
___1/ /
Date: 7!l ~ :2...Jr I !J :3 Signature
I
OS/22f2003 09:23 FAX 813 715 0824
ZEPHYRHILLS OPS eTR
~ Progress Energy
May 22, 2003
Coral Isle Pools
5925 Pt. King Rd.
Zephyrhills, Florida 33542
SUBJECT: PROPOSED SP AlSWIMMlNG POOL CONSTR.UCTION AT:
LOT - SUBDMSION
~010 19th STREET
Z:EPHYRHr.LLS, FLORIDA
Thank you for notifying us of your proposed swimming pool construction at the above
location.
The pool proposed for construction at the above address does not conflict with any
underground or overhead facilitie$ of Progress Energy, provided that the pool is installed
in the location shown on the attached site plan provided to us by the pool contractor.
Please call Sunshine State One Call of Florida (1-800-432-4770) a. minimum of 48 hours
before you dig.
lfyou have any questions or require any additional information, please call our office at
(813) 783-6944.
Sincerely,
~J~
Stephen F. Bunner
Senior Service COOrdinator
Distribution Engineering
SFB/mw
Pro,.._ Ede", Florilla. lac.
36453 Ei L<lnd Blvd.
LBphvrhill.. R 33542
I4l 001
~~~~~~~~!~II 11111 II11I 1I11I 11II1 I11I11I111 I1I11II1
State of
NOTICE OF COHMENCEMEN~
J L~.~--,l_:,I/L...J County of ~ ~
TUB \mOERSIGNED hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
follo~ing infor~ation is provided in this Notice of Commenc~mcnt:
R
6 .
7 .
8 .
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1.
Description of Property:
S6/0 g s=t"
(Legal descr~pt~on 0
jJ -eJ.h'" 1- 1-1)0/ t) -d I "00" () 13 ()
Parcel No.
2 .
roperty ~
General Description of Improvement ~ Ci- /<-1 X~"I <;JrL/!
3 .
a.mer Information: NameJJ.~ ~
r.ddressy?L.:2 L1J.ds:;!, Cit~tkJ.
Interest in Property: Rcpl: 683263
OS: 0. 00
OS/23/03
Sta te4'l -3 3:54 /
Name of Fee Simple Titleholder:
(If other th~n owner)
Rec: 6.00
IT: 0.00
___________ Dpty Clerk
Address
City
Stilte
5.
Contractor: Name (I~.1 ~ p~
Address c5'lil.'i ~L-!T.. ?d. C~
Surety: N.::lrne ~_ 0t::l.A-nu
Address37cf.-1 sJ 5 R )4 W. CityJ~
~o
Amount of Bond: S '---.l5: Ot>o. -
Sta t~o 3S---$L:1J
Lender: Name
S ta t4l335" t/-J--
JEO PITTMAN PASCO COUNTYfcLtRK
OS/23/03 09: 40am 1 4049
OR BK 5369 PG
Address
City
State
Persons within the State of Florida
notices or o~her documents may be
713.1J(1)(a) (7), Florida Statutes:
designated by Owner upon whcm
served as provided by Section
tJc:mc
Address
City
State
In addition to himself, Owner designates
;...~
of to receive a copy of t~e
Lienor's Notice as provided ~n Section 713.13(1)(b), Florida Statutes.
f"xp.irnt .l'Jn d~t.e of t1CJt.lce of Co",m~ncement. (the explratiCJn date is 1 yedr
fr~m the date of recording unless a different date is specified.)
Signature of awnerZ~ ~?{.::;'~4'-'
Sworn to and subs ribed befZ me this ;(qzJ.
D L... 2 6- ?, (. ~ V d.. ) ~ if 9- 30 (-/ - 0
day of '711 ~U
20 oj
Notary Public: ~x: ,f:;A/J~/~
My C:):11,;'; ssion Expires: ?f' 1/1/ t) -3
,
PC93053048/A
~) Clara l RiChardson
*.,*My Commission CC855241
'\;.~ ExpirelAugust 17, 2003
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I ALUMINUM
I MARK , DESCRIPTION
EXTRUSIONS 1. D.
CHART
I 'WT 1FT I AREA I 'WALL t I FLGE t
ALLOY
STRUCTURAL ITEMS DESCRIBED
(A) 1x2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6
(B) 1x3 OPEN BACK 0.384 0.320 0.050 0.050 6063-T6
(C) 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6
(D) 2x2 PATIO BEAM 0,518 0,441 0.044 0.044 6063-T6
(D 3x2 SNAP BEAM 0,542 0,461 0.041 0.041 6063-T6
(F) 2x3 PATIO BEAM 0.681 0.579 0.050 0.050 GOG3-T6
(G) 2x3 SNAP BEAM 0,680 0.578 0.045 0,045 6063-T6
(H) 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063-T6
<D 2x4 SNAP BEAM 0.786 0.668 0.045 0.045 6063-T6
(J) 2x4 5MB 1.008 0,857 0.044 0,135 G063-T6
(K) 2x5 5MB 1.092 0.952 0.050 0.135 6063-T6
(U 2x6 5MB 1.342 1.141 0.054 0.135 6063-T6
(M) 2x7 5MB 1.515 1.288 0,057 0.135 6063-T6
(N) 2x8 5MB 2,147 1.826 0,072 0.224 G063-T6
(0) 2x9 5MB 2.317 1.970 0.072 0,224 6063-T6
(P) 2x10 5MB 3,504 3,028 0,092 0,389 60G3-T6
(Q) 3x2 POST BEAM 0,800 0,680 0.070 0.070 6063-T6
(AU) 3x3 SCALLOPED TUBE 0,596 0.507 ,044-,078 .044-,078 G063-T6
(AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6
(A 1,1) 3x3-0,125 TUBE 1.691 1.438 0.125 0,125 6063-T6
(AX) 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 60G3-T6
(AY) 4x4-0.250 TUBE 4.41 3.75 0,250 0.250 6061-T6
(AD 6x6-0.125 TUBE 3.46 2.94 0.125 0.125 GOG3-T6
ANGLES DESCRIBED
(AM 2x2x.125 ANGLE 0.569 0.484 0.125 0,125 G063-T6
(AB) 2x2x.093 ANGLE 0.427 0.363 0,093 0.093 60G3-T6
--.
(AD 1x1x.062 ANGLE 0.141 0.120 0.062 0.062 6063-T6
---
(AD) 1x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6
(AD 1x3x.ll0 ANGLE 0.323 0,275 0,110 0.110 6063-T6
RECEIVING CHANNELS DESCRIBED
(CA) 1.5x2,125x.062 0.362 0,308 0.062 0.062 6063-T6
(CB) 1.5x3.125x.062 0,438 0,372 0,062 0.062 6063-T6
(CD 1.75x3.23x.ll0 0.834 0.710 0.110 0.110 60G3-TG
(CD) 2x4.125x.125 1.157 0.984 0.125 0.125 6063-T6
SUPER GUTTERS DESCRIBED
(GA) 4'x4' EXTRUDED 1.270 1.080 0.070 0.070 6063-T6
(GB) 4'x5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6
(GD 4'x7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5
NOTEI THESE EXTRUSIONS ARE AN 'OVERVIE"" OF "'HAT IS READILY AVAILABLE 8. DOES NOT
HID CONSTITUTE A COMPLETE LISTING OF "'HAT IS AVAILABLE.
3871 TAMI AM I TRAlL SUITE E
PORT CHARLOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
~ ALUMINUM STRUCTURES MASTER PLAN
~ DGOOZRIIlG, 1M:. @ COPYRIGHT AL ENGIND:RING. INC. 2002
Al ENGINEERING. INC. FLORIDA UCENSE #7441
PAGE 36
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3871 TAMIAMI TRAIL. SUITE E
PORT CHARLOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
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LL X a. ..- ~ ..- ..- ~ ..- ..- ..- ~ ~ ..- ..- ~ ..- ~ ~ ~ ~ N N ..- ..- ..- ~ N N N N N ..- (<) N N N N N
~N
Cl
Z 9
<3 '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' b '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7' '7'
a: 'r in CD f..- 10 en 'r in CD f..- 10 en 'r in CD f..- ro en 'r in CD f..- ~ en 'r in CD f..- 10 en 'r in CD f..- ro en
(f)
LL ~ 0 m m m m m
0 UJ ~'<t m ~'<t ~ LO ~ CD ~"- - co
0 L'5 (f) I X a. -, X ~ ::.:::: X ~ ..J X ~ ~ X ~ Z x ~
~N ~N (f) ~N (f) ~N (f) ~N (f) ~N (f)
0:: m ::J
..J
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<(
~
co
~ ALUMINUM STRUCTURES MASTER PLAN
~ DGDIBIIDfG, IHC. @ COPYRIGHT AL ENGINEERING, INC. 2002
AL ENGINEERING, INC. FLORIDA UCENSE 17441
PAGE 98 OF 266
.
.
.
.
.
GUTTER
SCREEN
DETAILS
SCREEN ROOF
TO FASCIA
WALL
(4) 1I14x3' LAG SCRE"S "I 3/4' STAINLESS 5
STEEL "ASHERS (o! EACH CLIP
3,S'x.100' ALUM ANGLE CLIP (o! EA, BEAM 4
1I14x3/4' SMS
/"
/
/
I (REF. BEAM TO
GUTTER DETAILS)
DETAIL ([)
4', 5' DR 7' SUPERGUTTER
2 CONTINUOUS ANGLE l'x2' DB DR "ODD "EDGE
TO PLUMB GUTTER "HEN REQUIRED
3/S'xS' LAG THRU SPACER FERRULE (o! EACH BEAM
(FERRULE SHALL BE RIGID ALUMINUM DR PVC PIPE) 4
/"
/
/
I (REF, BEAM TO
GUTTER DETAILS)
DETAIL @
2 CONTINUOUS ANGLE l'x2' DB DR "ODD
TO PLUMB GUTTER "HEN REQUIRED
4', 5' DR 7' SUPERGUTTER
NOTEI
1.) AL ENGINEERING, INC, DOES NOT "ARRANTEE DR GUARANTEE, EITHER EXPRESSLY DR IMPLIED. THE STRUCTURAL INTEGRITY OF
THE EXISTING STRUCTURE,
2,) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE,
3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG "ITH A MINIMUM OF 2x4 TRUSSES
SPACED 24. O,C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS,
4,) GUTTER MAY BE REVERSED USING SAME FASTENER PATTERNS,
5,) (8) DENOTES ORDER OF INSTALLATION PROCEDURES.
SeT
3871 TAMIAMI TRAIL SUITE E
PORT a-tARLOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
~ ALUMINUM STRUCTURES JlASTER PLAN
.. ENGINEERING, INC. @ COPYRIGHT AL ENGIND:RING, INC. 2002
AL ENGINEERING, INC. FLORIDA UCENSE 17441
PAGE 85 OF 266
\ BEAM TO
COLUMN CONNECTIONS \
FASTENERS SHALL BE PLACED A MINIMUM OF 1/2' FROM EDGE OF BEAM AND A MINIMUM
SPACING AS PER THE CONNECTIONS BELO~ FASTENERS SHALL NOT BE PLACED LESS THAN
3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED, THEN GUSSET PLATES SHALL BE
INSTALLED DR AL ENGINEERING, INC. MUST REVIE~ AND PROVIDE APPROVAL.
2x2 INTERNALLY FASTENED
TO BEAM ~ 1 (2)
#10x1 112' SMS
#10 SMS i!' 24. D.C.
(8) #10x3/4'
EACH SIDE
2'x3' PB
DETAIL 0
,
I
DETAIL @
ALUMINUM END CAP
<OPTIONAl'
#10x1 1/2' SMS
c' EACH SIDE OF
POST AND i!' 24'
D.C. MAX.
FASTENED
#10 SMS i!' 24' D.C.
ALUMINUM END CAP
<OPTIONAl'
#10x1 112' SMS
c' EACH SIDE OF
POST AND i!' 24'
O,C, MAX,
(2) #10x1' SMS
INTO SCRE~ BOSSES
OF 1x2 DB
(13) #10x3/4' SMS
EACH SIDE
2x2 INTERNALLY FASTENED
TO BEAM ~ 1 (2)
#10x1 112' SMS
#10 SMS i!' 24' D.C.
,
.~
,
~..
,:
~:;
I ...... - ~ 1St-::
I te CD e
I -re CD CD
TCD CD CD
CD CD
CD
f.
2 X 7
5MB
BTCCt
DETAIL CD
ALUMINUM END CAP
<OPTIONAl'
~10x1 1/2' SMS
c' EACH SIDE OF
POST AND i!' 24'
O,C, MAX.
(2) #10xl' SMS
INTO SCRE~ BOSSES
OF 1x2 DB
(15) ~10x3/4' SMS
EACH SIDE
24. D.C.
2x2 INTERNALLY FASTENED
TO BEAM ~ / (2)
~10xl 1/2' SMS
(9) #10x3/4' SMS EACH
SIDE ~I GUSSET PLATE
(MIN. THICKNESS EQUAL
TO DR GREATER THAN
POST THICKNESS)
DET AIL
ALUMINUM END CAP
<OPTIONAl'
#10x1 112' SMS
c' EACH SIDE OF
POST AND i!' 24'
O,C. MAX.
(2) #10x1' SMS
INTO SCRE~ BOSSES
OF 1x2 DB
2'x4' PB, SB DR 5MB
2x2 INTERNALLY FASTENED
TO BEAM ~ 1 (2)
#10xl 112' SMS
#10 SMS i!' 24' O,C.
DETAIL @
2 X 8
5MB
DETAIL CD
3871 TAMIAMI TRAIL. SUITE E
PORT CHARLOTTE. FL 33952
PHONE: (941) 627-4901
FAX; (941) 62+-2382
~ ALUMINUM STRUCTURES MASTER PLAN
ENGINEBUNG. INC. @ COPYRIGHT AI. ENGINEERING. INC. 2002
AL ENGINEERING. INC. FLORIOA UCENSE 17441
ALUMINUM END CAP
<OPTIONAl'
#10xl 1/2' SMS
c' EACH SIDE OF
POST AND i!' 24'
D.C. MAX.
(2) #10xl' SMS
INTO SCRE~ BOSSES
OF lx2 DB
(14) #10x3/4. SMS
EACH SIDE
FASTENED
#10 SMS @ 24' D.C.
ALUMINUM END CAP
<OPTIONAl'
#10x1 112' SMS
c' EACH SIDE OF
POST AND @ 24.
O,C. MAX.
(2) #10x1. SMS
INTO SCRE~ BOSSES
OF 1x2 DB
(17) #10x3/4' SMS
EACH SIDE
PAGE 78 OF 266
TOP RAIL/PURLIN/COLUMN
SCREEN WALL/SCREEN
CONNECTION
ROOF
2'x2'x.044'
SIDE'oJALL
PURLIN
(4) #10 SMS EA. SIDE OF PURLIN THRU
2-1/S'x2'x1/S' RECEIVING CHANNEL
<#10 SMS TO BE SPACED l' D.C. MIN')
EDGE BEAM~
l'x2'x.044'
.062' REC.
CHANNEL 'oJI (4)
IHO SMS INTO
EDGE BEAM AND
COLUMN <BOTH
SIDES)
IHOx1-1I2' SMS (2) #12 SMS THRU CHANNEL
@ 24' D.C. AND INTO 2'x2' TOP RAIL
'oJITHIN 6' EA.
SIDE OF
COLUMN 2'x3'x.OSO' PB COLUMN DR
2'x3'x.04S' SB COLUMN
DET AIL 0
#10
EDGE BEAM
2'x2'x.044' PB
(2) - #10 SMS EA. SIDE OF PURLIN THRU
1 1I2'x2 1/S'x1lB' RECEIVING CHANNEL
NOTCH COLUMN TO FIT
PURLIN ANGLE
l'x2'x,044' O/B
'oJI 2 #10 x3/4' SMS
#12 SMS THRU CHANNEL INTO 2'x2'
#10 x 1 112' SMS @ 24' D.C. 2'x3' SB COLUMN
AND 'oJITHIN 6' EA. SIDE OF COLUMN
DET AIL @
CPCO
3871 TAMIAMI TRAIL surn:: E
PORT CHARLOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 62+-2382
~ ALUIlINUIl STRUCTURES IlASTER PUN
ENGINEERING, INC. @ COPYRIGHT AI. ENGINEERING. INC. 2002
AL ENGINEERING. INC. FLORIDA UCENSE 17441
PAGE 72 OF 266
J
, ,
'-----
I
I CHAIR RAIL CONNECTIONS I
2x2x.D62
RECEIVING
CHANNEL
2x PB. SNAP OR
5MB COLUMN
2x PB. SNAP OR
5MB CHAIR RAIL
(4) #1Dx3/4'SMS
EXTERIOR
CHAIR RAIL
CONNECTION
DETAIL @)
2x2x,D62
RECEIVING
CHANNEL
DBL 2'x 5MB
2x PB, SNAP OR
5MB COLUMN
INTERIOR F ASTENIN
(4) #1Dx 1 1/2' SMS
INTO SCRE"'BOSSES
EACH SIDE
l.S"x2,12S"X.D62'
INTERIOR 'U' RECEIVING
CHANNEL "'/(4) #1Dx3/4' SMS
INTERIOR
CHAIR RAIL
CONNECTION
HIDDEN
CHAIR RA
CONNECm
DETAIL @
DETAIL(
(4) #10x3/4'SMS
(4) #1Dx3/4'SMS
EXTERIOR
CHAIR RAIL
CONNECTION
DETAIL @
CRCD
3871 T AMlANI TRAIL. sum E
PORT CHARLOTTE. FL 33952
PHONE, (940 627-49M
FAX, (941) 624-2382
INTERIOR F ASTENIN
(4) #10x 1 1/2" SMS
INTO SCRE"'BOSSES
EACH SIDE
l.S'x2.12S'X,D62"
INTERIOR "U'
RECEIVING CHANNEL
"'/(4) #10x3/4" SMS
INTERIOR
CHAIR RAIL
CONNECTION
HIDDEN
CHAIR RAIL
CONNECTION
DETAIL @
DET AIL @
~ ALUJlINUJI STRUCTURES IUST8R PUN
~ ENSNEERrf6.1NC. @ COPYRIGHT M. DGIND:ImrG. INC. 2002
AL ENGINEERING. INC. FLORIDA UCENSE *7441
PAGE e
.
SIDE WALL COLUMN
FOR SCREEN WALL/SCREEN ROOF
~ NON - LOAD BEARING WALLS
N~
45'
ROOF ..... ~. CAIIlE IIlACING ROOF BEAM ""-
~ EXAMPlE ,
._~G,/ ~,I / ~ ii9 IlIllJllI" ~
EXAMPI.f I
EDr.i ED~
T~ /~ ~= \ BEAM
(T'tP)
Nrr I! HB~T z<:>
~I~ - ,- J ~~ OOJJIIN
/' g~
1~ / ru.~ RIDGED BRAaNG HEI~T
EXAMPLE ~ /! 1
48" tMAX. / (~ J (T'tP
I , I I " I
ROOF BEAM SPAN ROOF BEAM SPAN "> CA8l.E I BRAaNG
GABLE MANSARD
DETAIL ([) DETAIL @ EXAMPLE
. CABLE BRAaNG TO BE INSTAllED FOR EAOi g' (OR FRACTION lHEREOF) ~ VERTICAL WAlL HEI~T
MAXIMUM COLUMN HEIGHT
IN DECIMAL FEET
SCREEN WALLS - SCREEN ROOF
WIND LOADS UP TO 130 MPH,EXPOSURE C
DEFLECTION USO SPAN<=12'
DEFLECTION U180 SPAN >12'
SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 PB PURlIN
(D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P)
SPACING 2x2 PB 3x2 PB 2x3PB 2x3SB 2x4 PB 2x4 SB 2x4SMB 2x5 5MB 2x6 5MB 2x7SMB 2x8 5MB 2x9 5MB 2xl0 5MB
3'-0' 9.40 11.10 13.20 14.30 16.60 17.40 19.40 22.30 24.00 24.00 24.00 24.00 24.00
4'-0' 8.50 10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 24.00 24.00
5'-0. 7.90 9.30 11.10 12.00 14.10 14.80 16.SO 19.00 22.30 24.00 24.00 24.00 24.00
6'-0" 7.40 8.80 10.SO 11.30 13.20 13.90 15.60 17.90 21.10 23.80 24.00 24.00 24.00
7-0" 7.00 8.30 9.90 10.70 12.60 13.20 14.80 17.00 20.10 22.60 24.00 24.00 24.00
6'-0" 6.70 7.90 9.SO 10.30 12.00 12.60 14.10 16.30 19.30 21.70 24.00 24.00 24.00
9'-0. 6.40 7.60 9.10 9.90 11.SO 12.10 13.60 15.80 18.60 20.90 24.00 24.00 24.00
INTERPOLATION BETWEEN VALUES IS PERMISSIBLE.
VALUES IN DECIMAL FEET.
SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3x.OSO PB PURlIN
(D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P)
SPACING 2x2 PB 3x2 PB 2x3 PB 2x3 S8 2x4 PB 2x4 SB 2x4SMB 2x5 5MB 2x6 5MB 2x7 5MB 2x8SMB 2x9 SM8 2xl0 5MB
3'-0" 9.40 11.10 13.20 14.30 16.60 17.40 19.40 22.30 24.00 24.00 24.00 24.00 24.00
4'-0" 8.SO 10.10 12.00 13.00 15.2Q 15.90 17.70 20.30 24.00 24.00 24.00 24.00 24.00
5'-0" 7.90 9.30 11.10 12.00 14.10 14.80 16.SO 19.00 22.30 24.00 24.00 24.00 24.00
6'-0" 7.40 8.80 10.SO 11.30 13.20 13.90 15.60 17.90 21.10 23.80 24.00 24.00 24.00
7-0" 7.00 8.30 9.90 10.70 12.60 13.20 14.80 17.00 20.10 22.60 24.00 24.00 24.00
8'-0" 6.70 7.90 9.SO 10.30 12.00 12.60 14.10 16.30 19.30 21.70 24.00 24.00 24.00
9'-0" 6.40 7.60 9.10 9.90 11.50 12.10 13.60 15.80 18.60 20.90 24.00 24.00 24.00
INTERPOLATION BETWEEN VALUES IS PERMISSIBLE.
VALUES IN DECIMAL FEET.
MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET ALLOWABLE HEIGHTS FOR DIFFERENT WlNDSPEEDS
WIND SPEED FACTOR
140 0.95
120 1.05
110 1.10
NOTE: COLUMN HEIGHT MAY NOT 8E EXTENDED FROM A VALUE LESS THAN 12 FEET TO A VAlUE GREATER THAN 12 FEET
THROUGH THE USE OF A MULTIPLICATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFlECTlON LalITS.
SrcT3t
3871 TAMIAMI TRAIL. sum: E ~ ALUJllNU1I STRUC'I'URKS JaSTZR PUN
PORT CHARLOTTE. A. 33952
PHONE: (941) 627-04-901 ENIiINE8lIIi, INC. @ COPmIGRT AI. D~JUiKlmj, nrc. 2002 PAGE 51 OF 266
FAX: (941) 6204--2382 Al ~GlNEERlNG, 1Ne. FUlRIDA UCENSE 174-41
--
II
II
I PURLIN/BEAM TO BEAM CONN.
DETAILS I
TW. 5MB OR SNAP BEAM
II I
W
II
W
DETAIL @
DETAIL ([)
MINIMUM 1" CENTER- TO-CENTER SCREW SPACING
MINIMUM 1/2" EDGE DISTANCE
8" x .062 RECEIVING CHANNEL. TW.
(SECONDARY) ~ 2 SMS INTO 10 SMS EACH SIDE
PURUN/BEAM RIMARY BE~M SECONDAR~/BEAM
(BOlli SIDES (PURUN
2 x 4 5MB. SB OR PB 4 3
0 2 x 5 5MB 4 3
(SECONDARY)
PURUN/BEAM 0 2 x 6 5MB 5 4
2 x 7 5MB 6 5
2 x 8 5MB 7 5
2 x 9 5MB 8 6
2 x 10 5MB 8 7
TW. SUB PURUN - ( SECONDARY)
MINIMUM 1" CENTER- TO-CENTER SCREW SPACING
MINIMUM 1/2" EDGE DISTANCE FOR 112 SMS & 1" EDGE DISTANCE FOR 110 SMS
SEE SCHEDULE FOR FASTENERS
DETAIL @
TW. 5MB
NOTE: ILLUSTRATED AS 2x4 5MB SECONDARY
PURUN / BEAM
(1) - flO SMS OR (2) - 18 SMS
INTO EACH SIDE OF PURUN
TW. 5MB OR SNAP BEAM
DETAIL @
TW. 5MB OR SNAP BEAM
NOTES: MINIMUM 1" CENTER TO CENTER SCREW SPACING.
PBC MINIMUM 1/2" CENTER TO CENTER DISTANCE FROM SCREEN TO EDGE OF IootEMBER.
3871 TAMIAMI "TRAIL, SUllE E
PORT CHARLOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
~ ALUMINUM STRUCTUR8S JLASTZR PLUI
ENGINEBlItG,III:. @ COPYBIGHT AI. DGDfDRIlIG. DrC. 2002
AL ENGINEERING. INC. FLORIDA UCENSE 17441
PAGE 49 OF 266
!BEAM TO BEAM CONNECTION DET AILS I
SPACING BET'WEEN SCRE'WS SHALL NOT BE LESS THAN 3d.
MINIMUM DISTANCE FROM SCRE'W TO EDGE OF MEMBER SHALL NOT BE LESS THAN OS,
GUSSET THICKNESS MUST BE GREATER DR EQUAL TO 'WALL THICKNESS OF BEAM,
TOTAL I OF DISTANCE FASTENER FASTENER DISTANCE
FASTENERS TO
BEAM COUPLETE FROU VER'TlCAL HORIZOp.rrAL FRaU
SIZE CONNEcnON "0" "b" SPUCE SPACING SPACING EDGE
2x4 PB 20 - #10 SMS 7.35' 2,15' 0.5' 1.12' 1.14' OS
2x4 SB 24 - #10 SMS 7.35' 2.15' OS 1.12' 1.14' OS
2x4 5MB 28 - #10 SMS 9,5' 2.5' 0.5' 1.12' 1.14' 0.5'
2xS 5MB 28 - IHO SMS 9.75' 2.5' OS 1.50' 1.14' 0.5'
2x6 5MB 32 - #10 SMS 11.25' 4' O.S' 2.0' 1.14' OS
2x7 5MB 32 - #10 SMS 12' 5' OS 3' 1.14' 0,5'
2x8 5MB 36 - #10 SMS 14.75' 6' 0.5' 4' 1.14' 0.5'
2x9 5MB 40- #10 SMS 14.75' 6' OS 4' 1.14' OS
2xl0 5MB 44 - #10 SMS 17.5' 7' 0.5' 5' 1.14' I'
10 SCE'w'S a
PER SPLIC~~ ........__
<40 TOT AU ~ .J1l-~ 2x9 5MB
2x9 5MB ___ --- ......... .........
.-\--- 0 --
0
o 0 o 0 00/
\ 0 0 0 0
" " " "
\00 " 0/ ..Q
DET AIL @
DETAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMILAR.
TOTAL I OF FASTENER FASTENER
FASTENERS TO DISTANCE DISTANCE
BEAM COUPLETE FROIl VERTICAL HORIZOp.rrAL FROIl
SIZE CONNECTION "0" "b" SPLICE SPACING SPACING EDGE
2x4 PB 16 - #10 SMS 7' 2' 1.5' 0.90' 1.14' 0.5'
2x4 SB 16 - IHO SMS 7' 2' IS 0.90' 1.14' OS
2x4 5MB 24 - #10 SMS 8.75' 2' 1.5' 0.90' 1.14' 0.5'
2xS 5MB 24 - #10 SMS 8.75' 3' 1.5' 1.90' 1.14' OS
2x6 5MB 24 - #10 SMS 8.75' 4' 1.5' 2.90' 1.14' OS
2x7 5MB 28 - #10 SMS 11' 4' 1.5' 2.90' 1.14' OS
2x8 5MB 32 - #10 SMS 11' 4' IS 2.90' 1.14' 0.5'
2x9 5MB 36 - #10 SMS 13.25' 4' 1.5' 2.90' 1.14' OS
2xlO 5MB 44 - #12 SMS 15.5' 5' 1.5' 3.90' 1.14' 0.5'
9 SCE'w'S a
PER SPLICE
<36 TOT AU .----r: cr-----........ A .125' FLAT BAR MAY BE USED
INSTEAD OF GUSSET PLATES CALLED
OUT 'w'ITH AN APPROPRIATE LENGTH AND
'w'IDTH TO ACCOMODATE THE REQUIRED
1--- 1---- 3 SCRE'w'S AND EDGE DISTANCE SPACING
0 " 0 0 0 "
/0 0 0 0 " " I
~--!.. " " ~~
2x9 5MB
2x9 5MB
DET AIL @
9TB1 DETAil SHOWN AS 2x9 5MB. OTHER BEAMS ARE SlloAlLAR.
71 TAUIAIoAI TRAll. SUITE E ~ ALUMINUM STRUCTURES AUSTER PLAN
RT CHARLOm. FL 33952
ONE: (941) 627-4901 00IfiRU<<i, It<<:. @ COPYRIGHT AL ENGINKERlNG. INC. 2002
X: (941) 62~2382 Al ENGINEERING, INC. FLORIOA LICENSE 17441 PAGE 47 OF 266
l