HomeMy WebLinkAbout02-1180
BUILDING PERMIT
Permit N2
CITY OF ZEPHYRHILLS
(813) 780-0020
1180
Date Ij - Ie; - ~j_
~~vi
Property Owner:
Job Address:
Parcell.D. /I
~A[ Pl~LN-G
~3l<'~a~~~ (2)1
M~..'.'Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
FINAL
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
Valuation or .....4 ~ ,/");-...
Contract Price rr c>/ I 7 >5U
City License Registration # I ~ f 'f
~,t~te Certified license#
~ ~~ eLL?",
BUll NG ElE~
,
t; ,(.~
Company
Address
~-)
~Iephone#
~-=-._._--,-~,---..-
I ,~rfI--->-?.,r
/
PllJ.M.8tNG' .'
M~r""APJICAl
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
lintel
FRM.
Insul. Cl
Wl
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25,00) shaH be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
LmA;/~
BOARD OF ADJUSTMENT
The Board of Adjustment meeting was held on Tuesday, April 9, 2002
at 4:00 p.m. in the city Council Chambers of City Hall. Present
were members Mickey McPhee, Lance Smith, Wallace Reeves, and Gary
Hatrick.
Meeting was called to order by Chairman Reeves. Roll call was
taken, followed by the Pledge of Allegiance.
Motion was made by Mickey McPhee for approval of minutes from March
12th meeting. Seconded by Gary Hatrick and passed unanimously.
Item 1 - Bruce A. Myers, 7313 Applegate Drive - variance request to
encroach side setback six feet and to encroach rear setback two
feet for screen pool enclosure.
After brief discussion, motion was made by Mickey McPhee to approve
variance request. Seconded by Gary Hatrick and motion passed
unanimously.
Meeting adjourned 4:15 p.m.
BLOCK .,5/:7"
c;t)?cx) 1000
OClQ:)O j daD
D ADDITION DALTERATION
APPLICATION !'OR PEmaT
CITY OF ZEPRYRRILLS
BUILDING DEPARTM&:NT
OWNER'S NAME
~~I;~
7 ..? LJ
~
~~
/J#~ ~
JOU
PARCEL I D # ~J.2-j.2-) Ot:' )/'f
3S - :2.5' - ~I CJo-r A
WORK PROPSED: DNEW CONSTRUCTION
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
DSIGN
o MOVE
D DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
D COMMERCIAL
DMULTI-FAMILY
D INDUSTRIAL
l ~fR& 'f- /5-0.2 Ic::.t-Y
- .
4- ,/- 0 --I'
DATE RECEIVED { I a4....
PLANS REVIEW FEE
PHONE 7"/ .92//7
SUBDIVISION ~~ t-t./~
(OBTAIN FROM PROPERTY TAX NOTICEl
DREPAIR
[3c.1NSTALL
D# OF UNITS
D SWIMMING POOL
D MOBILE HOME
lii OTHER
/o,,~~
DESCRIPTION OF WORK
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
/oY.o ~7tk-,
~~ ~Y)$. ;P'aL ~ ~04'L
BUILDING SIZE
.J- 9 "-~ 0
SQUARE FOOTAGE _
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILD
ATTACH (3) SETS OF BUILDING PLANS & (1) S
PROPERTY SURVEY REQUIRED FOR ALL NEW CONS
6ILDING
J 1 J-6
PERMITS REQUEST:
$
VALUATION OF TOTAL
D ELECTRICAL
D PLUMBING
D MECHANICAL
AMP SERVICE
D FLORI)
$
VALUATION OF MECHAl
D GAS
D ROOFING
D SPECIALTY
D OTHER
TYPE OF CONSTRUCTION: D BLOCK
D FRAME
D STEEL
IS PROJECT IN FLOOD ZONE AREAD YES D NO
FINISHED FLOOR ELEVATIONS
/
/'l_ '7,. I
-j/
?1P
~U
C:~
P0(J;0~-r
,,-,
-tT-')j~
FJ OTHER~~ - ~"l....
::::~$ ----.
COMPANY ~? ~_a.
STATE CERT OR REGIST # ~ooJ~;/
CITY PROCESSIVOt/6SG~
ELECTRICIAN
******************************************************************
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUMBBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
**********~*******************************************************
ImCIIARICAL
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
OTRBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may 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 RESE'ONSIBILI'rIES
If the owner has hired a contractor or contra<:tors 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 contrac:::tor 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 Bayheadsr 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 ipvalid 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".
51GNA~ER OR AGENT 512 C~;;;;;";;OR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
D who is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
D who has produced
(type of identification)
and who Ddid DUd not take an oath
o who has produced
(type
and whoD did D did not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
//~O)
)/-0 'r' rH
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Aluminum Structures Master Plan, 2002 Edition
Design Worksheet / Checklist
Screen WalVScreen Roof Enclosure
Note: This worksheet to be submitted with appropriate Plan and Elevation Views
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Building Code: Florida Building Code 2001
Wind Zone: Exposure category:
C
Importance factor:
0.77
Contractor Information:
AL Client #:
Contractor: HAWLEY ALUMINUM
Addre~: 3255l GREENWOOD LOOP,~~PHYHH~LL~, rL. 33544
12592
. RX0034241
State LIcense #:
I
Property Information:
Owner: AbeL /hy ~
Property Address or Legal Description: 7'3 J '}
~k:-~ 9)~,
Structure Information:
Overall Dimensions of Structure: Length:
Overall Height of Structure:
Type of Structure (i.e. Mansard, Gable, Flat, Dome, etc.):
· Roof Beam Span: .2y ft., Spaced 6 ft. o.c.; Use: ~9 Beam for Roof
Beam and ;).;X V Beam for ColumnIPostlUpright for r I ft. Wall Height as
Per the Table on Page~. (Note: If enclosure requires different beam spans and different beam
sizes please provide information requested above for these members on an additional sheet and allach
for submillal)
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ft.
ft.
Width:
Wall Height:
ft.
ft.
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· Side Wall Columns Spaced ~ '7 o.c. supporting a )...'1 L.-- Purlin (Secondary
Member) at a Wall Height of? ft.; Use a '-it'l Column/Post/Upright in
Conjunction with a 2-% l- Purlin as Per the Table on Page 51 . (Note: If enclosure
requires different column heights and different beam sizes please provide information requested above
for these members on an additional sheet and attach for submittal)
Connection Details bein2 Utilized: ("Iease soecifv the oafle and if there is more than one detail on the Dape
then specifv which detail VOlt are using)
· Column to Concrete Connection for Front Wall:
· Column to Concrete Connection for Side Wall:
· Beam to Column Connection for Front Wall:
· Purlin to Column Connection for Side Wall:
· Beam to Beam Connection for Roof Beams:
· Roof Beam to Purl in Connection:
· Gutter to Fascia Connection:
· Beam to Gutter Connection:
· Chairrail Connection:
· Door Header Connection Detail:
· Carrier Beam to Fascia (when applicable):
· Roof Beam to Carrier Beam (when applicable):
· Concrete/Footer Detail:
· Cage Bracing Details:
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Page
Page
Page
Page
Page
Page
Page
Page
Page
Page
Page
Page
Page
Page
59
59
I~
U
41
49
85
86
52
52
all
aJ-I
B
B
D
Detail
Detail
Detail
Detail
Detail
Detail
Detail
Detail
Detail
Detail
Detail
Detail
Detail ALL
Detail
D
A
C
C
C
250
92-93
3871 TAW'AMI TRAIl, SUITE E
P<lRT QiAALOTli, f\. ~811a
PHONE: (141) 827-41101
FAX: (841) 124-23112
~ JL~=,II STRUCTU/US IUST.lR PUN
IIIlIllllDlCl III:. @ COPY'llOHT jJ. IMODm:RDfO, IHC. 1001
AL ENGINEERING, INC. flORIDA UCENSE 174-41
PAGE 2e7 0' Se!
...'
.-
!
Aluminum Structures Master Plan, 2002 Edition (ALSMP 2002)
Inspection Checklist
(For Use by Building Department Personnel)
Contractor Information:
AL Client #: 12592
Contractor: HAWLEY ALUMINUM
Address: 32552 GREENWOOD LOOP, ZEPHYRHILLS, FL. JJ ~4 4
. RX0034142
State License #:
Prooerty Information:
Owner: A~~c:L" M ~ ~
Property Address or Legal Descriptio~: '
7 '11? ~L.i-~ Dc,~
~~u~
Structure Information:
Are the following in accordance with permit and specifications of ALSMP 2002:
_ Roof Beam Span
Roof Beam Spacing
Roof Beam Size
_ Roof Beam Wall and Flange Thickness.
_ Load Bearing Column Size
Load Bearing Column Wall and Flange Thickness.
_ Load Bearing Column Height
Purlin Span
Purlin Spacing
Purlin Wall and Flange Thickness.
_ Side Wall Column Size
- Side Wall Column Wall and Flange Thickness.
_ Side Wall Column Height
- Column to Concrete Connection for Load Bearing Wall
Column to Concrete Connection for Side Wall
- Beam to Column Connection for Load Bearing Wall
Purlin to Column Connection for Side Wall
Beam to Beam Connection for Roof Beams
Roof Beam to Purlin Connection
Gutter to Fascia Connection
Beam to Gutter Connection
Chairrail Connection
Door Header Connection
- Carrier Beam to Fascia (when applicable)
- Carrier Beam to Wall (when applicable)
- Roof Beam to Carrier Beam (when applicable)
ConcretefF ooter
_ Cage Bracing
_ Edge Beam Connection
- Aluminum Roof Pan/Composite Panel Connection to Edge Beam (when applicable)
- Aluminum RoofPanfComposite Panel Connection To Fascia or Wall (when applicable)
_ Shear Wall Fastening (when applicable)
· We suggest using a micrometer to determine material thickness.
3871 T AWIAWI TRAIL. SUITE E
PORT CHARlOTlE, Ft 3Je52
PHONE: (1141) 827-4901
FAll; (e41) 824-2382
~ JLUJlINUJI STRUCTURlS IUST8R PUN
DGIIIIID;, IIC. @ COPYRICHT J.L J:!/ClHD:RIHc, INC. 2002
At DfClNEERlNG, INC. Fl.ORlOA UCENSE 17<<1
PAGE 263 or 266
Plans Affidavit
REX HAWLEY
I, , of
do hereby attest that the details contained in this pl~ s:t for the construction of the ancillary
aluminum structure located at '?)./-l -; ~ ~
~ #<-J County are true (unaltered) copies of those shown in the AL Engineering,
Inc. Aluminum Structures Master Plan, 2002 Edition.
HAWLEY ALUMNIUM
Witnessed by:
Witness
9
Contractor
..
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I,
:1
Date
HAWLEY ALUMINUM
Company
Witness
o/-~/~L
Date'
Date
,j,
!
.i
I
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l'
,j
(To be turned into Building Department Prior with penn it package)
!
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!: I
3e71 TAMIAMl TRAIl. sum: E
PORT CHARLOTTE. Ft 33952
PHONE: (941) 827-4901
FAX: (941) 1124-2Jll2
~ ALUJI/NUII STllucrvMS JlAST811 PLAN
KllCIIDROII:. IIIC. @ COPYRICHT AI. DCIPm::RINc, [HC. 2002
AL ENGINEERING, INC. FtORlOA UCENSE 17441
PAGE 284 OF 288
, \
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Material Affidavit
I REX HAWLEY f HAWLEY ALUMINUM
, , 0
do hereby attest that the material used in construction of the ancillary aluminum structure located
at 7J/.3 1,jb~ ~~C- ,
~71T4::> Co nty will meet or exceed the alloy, temper, wall thickness, flange thickness
and drmensions of the aluminum extrusions as called for in the specifications and requirements of
the AL Engineering, Inc. Aluminum Structures Master Plan, 2002 Edition. I further attest that the
structural integrity of the material used has not been compromised and the extrusion is in good
condition.
Witnessed by:
I g---
Witness
I HAWLEY ALUMNIUM
Date Company
I ~~~L
Witness Date
I
Date
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(10 be turned into Building Department Prior with penn it package)
I 3811 TAMIAMI TRAIl, sum: E ~ U.UJlINUJI STRUCTURlS JUSTZR PUN
PORT OiARLOTTE, Fl 331152 PAGE 285 IF 2BB
PHONE: (941) 127-41101 IItIllllllC. IE @) COPTRIGHT AI. INGDfD:RIHG. DfC. 2002
I FAX: (841) 124-2312 At ENlllNEERlNC, INc. FlORlOA UCENSE 114-41
. .
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DESCRIPTION
I 'JT 1FT I AREA I 'J ALL 1; I FLGE 1;
STRUCTURAL ITEMS DESCRIBED
ALLOY
II
.
I
I ALUMINUM
IMARK I
EXTRUSIONS
1. D.
CHART
(A) he2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6
(B) he3 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 6063-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 6063-T6
(K) 2x5 5MB 1.092 0.952 0,050 0.135 6063-T6
(l) 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 6063-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 6063-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 6063-T6
(AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6
(A 'vi) 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 6063-T6
(AY) 4x4-0.250 TUBE 4.41 3.75 0.250 0.250 6061-T6
(AD 6x6-0.l25 TUBE 3.46 2.94 0.125 0.125 6063-T6
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ANGLES DESCRIBED
(AM 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063-T6
(AB) 2x2x.093 ANGLE 0.427 0,363 0,093 0.093 6063-T6
(AD lx1x.062 ANGLE 0.141 0.120 0.062 0.062 6063-T6
(AD> lx2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6
(AD he3x.ll0 ANGLE 0.323 0,275 0.110 0.110 6063-T6
RECEIVING CHANNELS DESCRIBED
(CM 1.5x2.125x.062 0,362 0.308 0.062 0.062 6063-T6
(CB) 1.Sx3.l2Sx.062 0.438 0.372 0.062 0.062 6063-T6
(CD 1.75x3.23x.ll0 0,834 0.710 0,110 0,110 6063-T6
(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'xS' EXTRUDED 1.358 1.155 0,075 0,07S 6063-T6
(GD 4'x7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5
NOTE. THESE EXTRUSIONS ARE AN 'OVERVIE"" OF "'HAT IS READILY AVAILABLE a. DOES NOT
HID CONSTITUTE A COMPLETE LISTING OF "'HAT IS AVAILABLE.
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3871 TAMIAMI lRAlL. sum: E
PORT CHARLOTTE. Fl 33952
PHONE: (941) 627-4901
FAX.: (941) 624-2382
~ ALUMINUM STRUCTURES IlASTER PLAN
g;oo:IlIlIII;, IJI:. @ COPYRIGHT AL ENGINJ:ERINC, INC. 2002
AI.. ENGINEERING, INC. flORIDA UCENSE #74-41
PAGE 36 OF 266
I'BEAM TO BEAM CONNECTION DETAILS I
SPACING BET"'EEN SCRE"'S SHALL NOT BE LESS THAN 3d.
MINIMUM DISTANCE FROM SCRE'W TO EDGE OF MEMBER SHALL NOT BE LESS THAN O.S'.
GUSSET THICKNESS MUST BE GREATER DR EQUAL TO "'ALL THICKNESS OF BEAM.
TOTAl.. , OF DISTANCE FASTENER FASlEHER DISTANCE
FASTENERS TO
BE:AM COMPlETE FROM VERTlCAl HORIZONTAl.. FROM
SIZE CONNECTION "0" "b" SPUCE SPACING SPACING EDGE
2x4 PB 20 - tllO SMS 7.35' 2.15' 0.5' 1.12' 1.14' 0.5"
2x4 SB 24 - IUO SMS 7.35' 2.15' 0.5" 1.12" 1.14' 0.5"
2x4 5MB 28 - IUD SMS 9.5' 2.5' 0.5" 1.12" 1.14" 0.5"
2x5 5MB 28 - ilI0 SMS 9.75" 2.5" 0.5" 1.50" 1.14" 0.5"
2x6 5MB 32 - ilI0 SMS 11.25" 4' OS 2.0' 1.14" 0.5'
2x7 5MB 32 - ilI0 SMS 12' 5" 0.5" 3' 1.14" 0.5'
2x8 5MB 36 - ilI0 SMS 14.75" 6" 0.5" 4" 1.14" 0.5"
2x9 5MB 40- ttl0 SMS' 14.75' 6' 0.5' 4' 1.14' 0.5'
2xl0 5MB 44 - ilIa SMS 17.5" 7" 0.5' 5' 1.14' I'
10 SCE'WS Q
PER SPLICE.~ -"".....
(40 TOTAL) ~J~~ 2x9 5MB
2x9 5MB _ - "' "'
~- -,
000 000
\00 0 0 00/
00 0 0
\00 00/ ~
DET AIL @
DETAIL SHOWN AS 2x9 ShAB, OTHER BEAMS ARE SlhAllAR.
TOTAl.. ts OF FASTEHER DISTANCE
FASTENE TO DISTANCE FASTENER
BEAM COMPLETE FROY VERl1CAI.. HORIZONTAl.. FRO"
SIZE CONNECTION "0" "b" SPUCE SPACING SPACING EDGE
2x4 PB 16 - IUO SMS 7' 2" 1.5' 0.90' 1.14' 0.5'
2x4 SB 16 - il10 SMS 7' 2' 1.5' 0.90' 1.14' 0.5"
2x4 5MB 24 - il10 SMS 8.75' 2' 1.5' 0.90' 1.14' OS
2x5 5MB 24 - ilI0 SMS 8.75" 3' 1.5' 1.90" 1.14" 0.5"
2x6 5MB 24 - ilI0 SMS 8.75' 4' 1.5" 2.90' 1.14' 0.5"
2x7 5MB 28 - ilI0 SMS 11" 4" 1.5' 2.90" 1.14" 0.5'
2)(8 5MB 32 - ilI0 SMS 11" 4' 1.5' 2.90' 1.14" 0.5"
2x9 5MB 36 - ilI0 SMS 13.25' 4' IS 2.90" 1.14' 0.5'
2)(10 5MB 44- il12 SMS 15.5" 5" 1.5" 3.90' 1.14' 0.5"
9 SCE"'S Q
PER SPLICE
(36 TOT AU ..---r:~ A .125" FLAT BAR MAY BE USED
INSTEAD OF GUSSET PLATES CALLED
OUT 'WITH AN APPROPRIATE LENGTH AND
'WIDTH TO ACCOMODATE THE REQUIRED
l;;"-;--;- 1---_ 3 SCRE'WS AND EDGE DISTANCE SPACING
000
10 0 0 0 . o I
L!. -!.. Q 0 ...!...!..J
2)(9 5MB 2x9 5MB
DET AIL @
BTBl DETAIL SHOWN AS 2x9 ShAB, OTHER BEAMS ARE SlhAllAR.
3871 TAWIAMI mAll, sum: E ~ ALUMINUM STRUCTUIUS JUSTZR PUN
'ORT QiARlO11E, Fl 33952
'HONE: (941) 627-4901 OOIfiRItIi, It<<:. @ COPYRIGHT AI. ENGIHKERIHG, INC. 2002
~AX: (941) 624-2382 AI.. ENGINEERING, INC. flORIDA UCENSE #744\ PAGE 47 OF 266
I PURLIN/BEAM TO BEAM CONN.
n'P. 5MB OR SNAP BEAM
DETAILS I
DETAIL 0
I
W
DETAIL @
MINIMUM 1" CENTER-TO-CENTER SCREW SPACING
MINIMUM 1/2" EDGE DISTANCE
(SECONDARY)
PURUN/BEAM 0
o
8" x .062 RECEl\llNG CHANNE n'P.
(SECONDARY) ~2 SMS INTO o SMS EACH SIDE
PURUN/BEAM (RIMARY 8E~M SE1ONDAR~/BEAM
BOlH SIDES PURUN
2 x 4 5MB, SB OR PB 4 J
2 x 5 5MB 4 J
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
SEE SCHEDULE FOR FASTENERS
DETAIL @
n'P. 5MB
n'P. SUB PURUN - ( SECONDARY)
MINIMUM 1" CENTER- TO-CENTER SCREW SPACING
MINIMUM 1/2" EDGE DISTANCE FOR 112 SMS '" I" EDGE DISTANCE FOR 110 SMS
n'P. 5MB OR SNAP BEAM
DETAIL @
NOTE: ILLUSTRATED AS 2x4 5MB SECONDARY
PURUN / BEAM
SMS
NOTES: MINIMUM I" CENTER TO CENTER SCREW SPACING.
PBC MINIMUM 1/2" CENTER TO CENTER DISTANCE FROt.l SCREEN TO EDGE OF MEMBER.
n'P. 5MB OR SNAP BEAM
3871 lAMIAMI TRAIL, SUITE E
POOl QiARLOTlE, FL 33952
PHONE: (941) 627-4901
FAX: (941) 82+-2382
~ .u.UJlJNUJI STRUCTURES JU.SUR PUN
ENliINEEIH, INC. @ COPYRIGHT 4L ENGIN1D:RIHG, INC. 2002
AL EHGlNEERlNG, INC. flORIDA UCENSE 11441
PAGE 49 or 266
~,
~
ROOf BEAM ~/' CABlE BRACHG
"'" EXAWPlf \
.~~ fD}~)
T~ /r~ l~
~1l IL \'-i- / 1 JHElGIT
~lIi: II ~ I
I ROOf IlEAW SPAN I
GABLE
DETAIL 0
SPACING
3'-0'
4'-0'
5'-0"
6'-0'
7.0-
6'.0-
9'.0"
SPACING
3'-0"
4'-0"
5'-0"
6'-0'
7-0"
8'.0"
9'-0"
rCT3'
71 TAWIAWI "tRAIL. SUITE E
RT CHARLOTTE, Fl 33952
ONE: (941) 627-4901
IC: (941) 62+-2382
(D)
2x2 PB
9AO
8.50
7.90
7.40
7.00
6.70
6.40
. (D)
2X2 PB
9.40
8.50
7.90
740
7.00
6.70
6.40
FOR
SIDE WALL COLUMN
SCREEN WALLlsCREEN
ROOF
NON - LOAD BEARING WALLS
NlE"
45~
ROOf IlEAW ~
/ }P:~"
~ rf ~ ~J~
~~~ ~ j
I ROOf BEAM SPAN "'\ -!
MANSARD
· CAEl.E BRACING
DETAIL
@
EXAWPLE
· CABLE BRACING TO BE INSTAillD fOR EAOi g' (OR FRACTI~ lHEREOF) (J' 'tfRTICAl WAll HEIGH
MAXIMUM COLUMN HEIGHT
IN DECIMAL FEET
SCREEN WAlLS. SCREEN ROOF
WIND LOADS UP TO 130 MPH.EXPOSURE C
DEFLECTION lJ80 SPAN<=12'
DEFLECTION U180 SPAN >12'
SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 PB PURlIN
(E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P)
3x2 PB 2><3 PB 2x3SB 2><4 PB 2x4 SB 2><4SMB 2x5 5MB 2x6 5MB 2x 7 5MB 2x8 5MB 2x9 5MB 2xl0 5MB
11.10 13.20 14.30 16.60 17.40 19.40 2230 24.00 2400 24.00 2400 24.00
10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 24.00 2400
930 11.10 12.00 14.10 14.80 16.50 1900 22.30 24.00 2400 2400 24.00
8.80 10.50 11.30 13.20 13.90 15.60 17.90 21.10 23.80 2400 2400 24.00
830 9.90 1070 12.60 13.20 1480 17.00 20.10 22.60 24.00 24.00 2400
7.90 9.50 10.30 12.00 1260 1410 16.30 19.30 21.70 24.00 24.00 2400
760 9.10 990 11.50 1210 1360 1580 18.60 20.90 2400 24.00 2400
INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE.
VALUES IN DECIMAL FEET.
SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3x050 PB PURlIN
(E)
3.2 PB
11.10
10.10
9.30
8.80
8.30
7.90
7.60
_ (F)
2><3 PB
13.20
12.00
11.10
10.50
9.90
9.50
9.10
(G)
2x3SB
14.30
13.00
12.00
11.30
10.70
10.30
990
2x~H~B 2x~I~A 2><4(~MB 2X~~MB I ~~MB
1860 17.40 19.40 2230 24.00
15.20 15.90 17.70 20.30 24.00
14.10 14.80 18.50 19.00 22.30
1320 1390 15.60 1790 21.10
12.60 1320 14.80 1700 20.10
12.00 12.60 14.10 1630 19.30
11.50 12.10 1360 1580 18.60
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 WINDSPEEDS
WIND SPEED FACTOR
140 0.95
120 .1.05
110 1.10
NOTE: COLUMN HEIGHT MAY NOT BE 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 DEFLECTION LIMITS.
2><~~MA "~~MB
24.00 24.00
24 00 24 00
24.00 24.00
2380 24.00
22.60 2400
21.70 2400
20 90 24 00
2~~MB i 2Xlg'~MB
24.00 24.00
24.00 2400
2400 2400
24.00 2400
24.00 2400
24.00 2400
24.00 2400
~ ALUJIlNUJI STRUCTUIUS JUSTZR PLAN
DDClIJlt4G. INC. @ COPYRlGHT ~ ENGINEERING, INC. 2002
AL ENGINEERING, INC. flORIDA UCENSE #7441
PAGE 51 OF 266
I
I CHAIR RAIL CONNECTIONS I
I
2x2x.062
RECEIVING
CHANNEL
2x PB, SNAP OR
5MB COLUMN
2)( PB, SNAP OR
5MB CHAIR RAIL
EXTERIOR
CHAIR RAIL
CONNECTION
DET AIL @
DBL 2')( 5MB
2x PB, SNAP OR
5MB CHAIR RAIL
(4) 110)(3/4'SMS
EXTERIOR
CHAIR RAIL
CONNECTION
!
~
r
DETAIL @
CRCD
2x PB, SNAP OR
5MB COLUMN
2)( SNAP OR
SHB COLUMN
1
INTERIOR f ASTENIN
(4) IIOx 1 112' SHS
INTO SCRE....BOSSES
EACH SIDE
l.S'x2.12S'X.062'
INTERIOR 'U' RECEIVING
CHANNEL ..../(4) 110x3/4' SHS
2)(2 PB
CHAIR RAIL
INTERIOR
CHAIR RAIL
CONNECTION
HIDDEN
CHAIR RAIL
CONNECTION
DET AIL @
DET AIL @
INTERIOR fASTENIN
(4) 110x 1 1/2' SMS
INTO SCRE....BOSSES
EACH SIDE
DBL 2'x 5MB
2)(2 PB OR
2x3 PB
CHAIR RAIL
1.S')(2.I2S'X.062'
INTERIOR 'U'
RECEIVING CHANNEL
..../(4) 110x3/4' SHS
INTERIOR
CHAIR RAIL
CONNECTION
HIDDEN
CHAIR RAIL
CONNECTION
DET AIL @
DET AIL @
,
I
I
\...
3871 TAMIAMI TRAIL, SUIT( E
Pf:RT CHI'IRLDTTE, fL 33952
PHONE' (940 627-49M
fAX' (940 624-2382
~ ALUJlINUJI STRUCTUlUS IlASUR PLAN
~ DU.....1It&, INC. @ COPYRIGHT AL DGnm:RlNG, INC. 2002
Al. ENGINEERING, INC. FLORIDA LICENSE 17441
PAGE 52 OF 266
TOP RAIL/PURLIN/COLUMN
SCREEN WALL/SCREEN
CONNECTION
ROOF
.
.
I
I
2')(2')(.044' PB
SIDE"ALL
PURLIN
(4) 1110 SMS EA. SIDE OF PURLIN THRU
2-118')(2')(118' RECEIVING CHANNEL
Cll10 SMS TO BE SPACED I' D.C. MIN.)
I
1')(2')(.044'
.062' REC.
CHANNEL "I (4)
IUO SMS INTO
EDGE BEAM AND
COLUMN (BOTH
SIDES)
I
IUO)(I-1/2' SMS
@ 24' D.C. AND
"ITHIN 6' EA.
SIDE OF
COLUMN
I
2')(3')(.050' PB COLUMN DR
2')(3')(.045' SB COLUMN
I
DETAIL @
I
I
EDGE BEAM
I
(2) - IUO SMS EA. SIDE OF PURLIN THRU
1 1/2')(2 1/8')(118' RECEIVING CHANNEL
I
NOTCH COLUMN TO FIT
PURLIN ANGLE
I
1')(2')(.044' DIB
"I 2 IHO )(3/4'
tl0 )( 1 1/2' SMS @ 24' D.C.
AND "ITHIN 6' EA. SIDE OF COLUMN
112 SMS THRU CHANNEL INTO 2')(2'
2')(3' SB COLUMN
I
I
DETAIL @
I
I
CPCO
3871 TAMtAMI TRAIl. SUITE E
PORT OiARLOTlE. F1. 33952
PHONE: (941) 827-4901
FAX: (941) 824-2382
~ ALUIlINUII STRUCTURES JlAST8R PLAN
~ eo.w.... K. @ COPYRIGHT AI. DGINURlMG, INC. 2002
AL ENGINEERING, INC. F1.OR1DA UCENSE 174-41
I
PAGE 72 OF 266
I
GUTTER
SCREEN
TO FASCIA DETAILS
WALL SCREEN ROOF
5
(4) 114x3/4' SMS
/
4
/
/
I (REf. BEAM TCl
GUTTER DETAILS)
DETAIL 0
2 CONTINUOUS ANGLE l'x2' DB DR 'WOOD 'WEDGE
TO PLUMB GUTTER 'WHEN REQUIRED
4', 5' DR 7' SUPERGUTTER
RAFTER MIN. 2' PENETRATION (MAX. 24' D.C.)
3/B'xB' LAG THRU SPACER fERRULE ! EACH BEAM
(fERRULE SHALL BE RIGID ALUMINUM DR PVC PIPE> 4
/
,./
/
I (REf. BEAM TCl
GUTTER DETAILS)
DETAIL @
2 CONTINUOUS ANGLE l'x2' DB DR 'WOOD
TO PLUMB GUTTER 'WHEN REQUIRED
4', 5' DR 7' SUPERGUTTER
NOTE.
1.) AL ENGINEERING, INC. DOES NOT 'WARRANTEE DR GUARANTEE, EITHER EXPRESSLY DR IMPLIED, THE STRUCTURAL INTEGRITY or
THE EXISTING STRUCTURE.
2.) CONTRACTClR SHALL VERIFY STRUCTURAL INTEGRITY Of HOST STRUCTURE.
3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG 'WITH A MINIMUM OF 2x4 TRUSSES
SPACED 24' O.C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TCl EXCEED THESE PARAMETERS.
4.) GUTTER MAY BE REVERSED USING SAME FASTENER PATTERNS.
5.) 0 DENOTES ORDER OF INST ALL A TION PROCEDURES.
sel
3871 TAMIAMI TRAIL. SUITE E
PORT OiARLOTTE, Fl 33952
PHONE: (941) 627-4901
FAX: (1141) 524-2382
~ ALUJlINUJI STRUCTUlUS JaSTER PUN
~ INC. @ COPYRIGHT AI. ENGINDRING. INC. 2002
Al ENGINEERING, INC. FlORlOA UCENSE 17441
PAGE 85 OF 266
BEAM TO GUTTER
SCREEN WALL/SCREEN
DETAILS
ROOF ONLY
j
i
--
SE:E: GUT-;::: _ _
D "-... TO -
f:TAIlS F"ASCI;r
(4) IIl4x3' LAG
SCRE....S ....1 3/4'Ill
STAINLESS STEEL
....ASHER l!! EACH
CLIP
I
I
--------(
I
1
f
I
I
I
r
i
t
i
l.
I'
i
j
1.
-
S -
E:E: GUi;t; _ _
DrTAri~ F"AiCr;r
(4) IIl4x3' LAG
SCRE....S ....1 3/4'Ill
STAINLESS STEEL
....ASHER l!! EACH
CLIP
I
I
--------(
STRUCTURAL GUTTER
(2) IIl4x3/4' SMS INTO GUTTER
(1' MINIMUM SEPARATION)
SE:E: - ~
GUTTE:R -_
DE: TO F" -
TAilS ASCI;r
(4) 114x3' LAG
SCRE....S ....1 3/4'"
STAINLESS STEEL
....ASHER Ii! EACH
CLIP
3.S'x.IOO' ALUMINUM ANGLE CLIP
(1) l!! EACH BEAM LOCATION
STRUCTURAL GUTTER
i
!
j
1
4
.1
J
1
t
l'
I
SrE: ~T~-
TE:R TO - _
Df:TAIL.S F"ASCI;r
NOTE,
(4) 114x3' LAG
SCRE....S ....1 3/4'" I
STAINLESS STEEL I
....ASHER l!! EACH
~I~---_-J
STRUCTURAL GUTTER
(4) 114x3/4' SMS INTO GUTTER
(1' MINIMUM SEPARATION)
DETAIL 0
2' 5MB (SEE ROOF BEAM SPAN CHARTS)
(4) IIl2x3/4' SMS EACH SIDE ~
(3) ItS SMS THRU CHANNEL INTO BEAM MAX. 45'
2 lIS'xl 1/2'x.062' REC. CHANNEL
OPTIONAL BEAM CUT
3.S'x.l00' ALUMINUM ANGLE CLIP
(1) Ii! EACH BEAM LOCATION
(4) 114 SMS 2' 5MB (SEE ROOF BEAM SPAN CHARTS)
l'x2' DB fD\
2'x2'x.093' ANGLE DETAIL \!V
(2) 112xl 1/2' SMS INTO OIB AND GUTTER
(4) 110x3/4' SMS INTO BEAM (EACH SIDE>
(2) 112x3/4' SMS EACH SIDE .2::' ~
BEAM ~5'
(3) IS SMS THRU CHANNEL INTO
2 lIS' xl 1I2'x.062' REC. CHANNEL
OPTIONAL BEAM CUT
DETAIL @
2' 5MB (SEE ROOF BEAM SPAN CHART4)
2'x2' INTERNALLY FASTENED TO MAX. 45'
BEAM ....ITH (2) IlOxl 1/2' SMS
(4) 112x3/4' SMS EACH SIDE
(4) l14x3/4' SMS INTO GUTTER
(1' MINIMUM SEPARATION)
2 lIB'xl 1I2'x.062' REC. CHANNEL
3Sx.l00' ALUMINUM ANGLE CLIP
(1) Ii! EACH BEAM LOCATION
(4) 114 SMS
DETAIL @
2' 5MB (SEE ROOF BEAM SPAN CHARTS)
DOOR JAMB INTERNALLY FASTENED TO
BEAM ....ITH (2) IIOxl 112' SMS 4
(4) 112x3/4' SMS EACH SIDE
(4) 114x3/4' SMS INTO GUTTER MAX. 45'
(1' MINIMUM SEPARATION)
2 I/B'xl 1I2'x.062' RECEIVING CHANNEL
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,) CAI.CUI.AT1CN~ ARi: BA~iD CN THE; tXI~TlNti STRUCTURE; HAVINti A a' MAX, CViRHANti 'WITH A MINIMUM Of ilc. TRUSStS
~"A~ED ~.' o.~.. to EX~EED THE~E "ARAME:TER~ ~PE~IAL ENGINEERING IS RE:QUIRED.
BTC
3871 TANIANI TRAIL. SUITE E
PORT OiARLOlTf. Fl 33952
PHONE: (941) 827-4901
FAX: (941) 624-2382
~ ALUIIINUII STRUCTURES JlAST8R PLAN
[NQN[[RftG.1NC. @ COPYRICHT AI. ENCIIm:RJNC, INC. 2002
AL ENGINEERING, INC. flORIDA UCENSE 17441
PAGE 86 OF 266
.lA.
9921 ..0 ~6 :ilDV.d
. L>>lI 3SN3:m VOIH01.:l ':lNI ':lNIH33N~N3 1V ri
2002 ':lNJ 'IDmIDNJ~D 'IY .1H:lI1UdOO @ "JHI '!RB3tEta
NrIrl 1I1lJ.SYlf SnID..I.:Jl1l1.LS 1r11Nl1f117Y ~
llltl-yl9 (L"6) :XV.:!
L06..-Lz:9 (L..6) =3NOHd
lS6cr 1.:1 '3ll01HVH:> J.HOd
3 31105 'l1\lHJ. l......t""'J. LLIlt
atl:J
'Cl3~Im:ml 38 11VHS SdV~lS dOL ClNV
!)NI:lI;I~a 111;11\ 'dl;l~lS .8/1 1;1 HlIl\ S!)NIN31Sl;Ij .91/S OM ~O S!)NIN31Sl;Ij .to/l
33~Hl H1II\ 81;11S 3Hl Dl Cl3N31SVj 3S 11VHS 318V3 3Hl jD HOllOS 3Hl
'Hl!)N3~lS lS31 SClNnOd D'Ll lSV31 1V 38 11VHS 318V3 1331S SS31NIV1S
SlHl '!)NIN3S001 lN3A3~d 01 3:lIA3C1 !)NI)I:101 3AIlIH 111l1HS S31)1:lnaN~nl
'S31)13naN~nl jD 3sn 3Hl As: Cl31snrov 3a Ull10HS NDISN31 '~3N~D3
H3113 HD~j A 11Il1NO!)IIIQ UN31X3 lll1HS S318113 3S3Hl 'UII01UNII\ [JJ. 3na
S3SS3~lS l11N0911IU lSIS3~ 01 ~3U~0 Nl 3SnOH 3Hl 01 Cl3N31SIIj A1133~la
10N 11111\ ANII NO a3Sn 3a l111HS 9N1311~a UI9I~ ~O S31all3 ~3N~03
~
9NI:JII~a 11\11'
r
b;l
031all9
~Oj Nmld3:JX3-113~1I SIHl
NIHl1l\ SI 3~nSDl:JN3 100d
jl U3~ln03~ SI 9N1311~a ON
....Dl3a S310N 33S
'l111j , dlH '31a1l9 ~O..:l
03~Ino3~ !)NI:JII~O: 1111.... , ..:lOO~
i1IDIiI
~ NO~dO - M3~ 3a~
11V130 ~NI:lV~8 TWM 1V:lldAl
319NII .B/Ex.ax.a
M3~ NV1d
DNI:lV~8 dVlliS dOl 1V:lldAl
'lX3 'H'O .aX.I
SHS 0111 (..).
HII3ll
S1IV13Q DNI8VHH 3DV8
1ll
,
I
i
i
I
q
'p
,I
i
i
l
,
'I
J
1
'JI
11
H
,ii
i'l
I':!'
d
:ili
,'il
iJ
..~
.
!
t
I
I
I
I
~
I
f.
I
, .
I
I CAGE BRACING DETAILS CONT'D I
I
II
(4) IUD 1-1/2' SMS
INHI SCRE'J BOSSES
I
(4) 110lC
1-1/2' SMS
THRU ANGLE
INTO POST
WIESt
CORNER CABLES OR RIGID BRACING SHALL BE
USED ON ANY 'JALL NOT DIRECTLY FASTENED TO
THE HOUSE IN ORDER HI RESIST DIAGONAL
STRESSES DUE HI 'JINDLOAD. THESE CABLES
SHALL EXTEND DIAGONALLY FROM EACH CORNER.
TENSION SHOULD BE ADJUSTED BY THE USE OF
TURNBUCKLES. TURNBUCKLES SHALL HAVE
LOCKING DEVICE TO PREVENT LOOSENING. THIS
STAINLESS STEEL CABLE SHALL BE AT LEAST
1750 POUNDS TEST STRENGT~ THE BOTTOM OF
THE CABLE SHALL BE FASTENED TO THE SLAB
'JITH THREE 114' FASTENING OR T'JO 5/16'
FASTENING 'JITH A 118' STRAP. 'JALL BRACING
AND TOP STRAPS SHALL BE REQUIRED.
II
I
II
I
(4) 110lC3/4' SMS
THRU ANGLE
INTO 2lC2
I
TYPICAL "'ALL L ROOF BRACING DETAIL
SIDE VIE'" - OPTION #3
I
...
1110 - 6'lC6' 'JELDED
'JIRE MESH
I
5 3/4' lC l' lC 1/8
GALV. STRAP PLATE
5/16' ANCHOR BOLT
(EXPANSION BOLT>
I
.
..
I
. '.
.' .. .,6
... ...
I
..
CONCRETE SLAB
3/8'lC2-3/4' CONC. EXP. BtL T OR 1/2'lC2-3/4'
RA'JL SPIKE EMBEDDED INTO CONCRETE
. 4. .
I
CONCRETE/ STRAP DETAIL
SIDE VIE'" - OPTION #1
CONCRETE/ LOOPED CABLE DETAIL
SIDE VIE'" - OPTION #2
I
I
CBDCON'T
I
3871 TAIolIAlolI lRAlL. SUllE E
PORT CHARLOnE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 824-2382
~ ~UJlDiUJI STRUCTUR8S JUST~R PUN
BIiNBlNi, II:. @ COPYRIGHT .lL ENGlMDHlNG, INC. 2002
At ENGINEERING, INC. FLORIDA UCEHSE #7441
PAGE 93 OF 266
992 JO 66 :mVd
I>>d 3SN3:m VOIH01:l 'ONI ~NIH!3Nl:lN3 lV ri
2002 ';).NI '~.NnID.NIt)H:I 1Y olHt)I1IAdO:) @ ":JIU ':lIOlIDtII:xIJ v.;
Nrlr1 l/Z.LSnr Snn.L:Jnl/.LS IfnNllfn7r
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b6b6b6b~~~~~~~~~~~~~~~~~qqqqqq
: == :::: -. - - -.. ---... - -. -- ----
3:
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FOR
FOOTER
SCREEN
EROSION
ENCLOSURES
DET AIL ADDRESSING
WALL SCREEN ROOF
6x6/#10xll0 'WELDED 'WIRE MESH (TYP.)
(2) liS IRON ROD (CONTINUOUS)
SEE POST/COLUMN TO CONCRETE DETAILS
MODERATE SLOPE FOOTING
mIIE!
1) HOME O'WNER MUST BE MADE A'WARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE
FOR MAINTENANCE TO FOREST ALL F' AlLURE.
2) THIS SITUATION CAN NOT BE USED BEYOND THE COASTAL CONSTRUCTION CONTROL LINE. SITE SPECIFIC
ENGINEERING IS REQUIRED SEA'WARD OF THE COASTAL CONSTRUCTION CONTROL LINE.
o
3871 TAMIAMl TRAIl. SUITE E
pan CHARLOTTE. Ft 33952
PHONE: (941) 627-4901
FAX: (941) 824-2382
~ ALUJlINUII STRUCTUUS .IlAST~R PLAN
DCIIIIIIIIlC. lie. @ COPYRIGHT AI. DGIND:RJ!I'C, INC. 2002
AL ENGINEERING, INC. FtORlOA UCENSE 174-41
PAGE 250 OF 266
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