HomeMy WebLinkAbout22-4461t
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issue Clete: 1212112022
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Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE
AC:2
4 ,...
CONTRACTOR SIGNATURE
0
PE IT OFFICE
I UT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application '�" Fax-813-780-0021\
Building Department z
Date Received Phone Contact for Permitting 941 Z 486 9104 EXT. 135
Owner's Name LUBIN ME 1ISSA JOY ROTHMAN DUAIN ALAN Owner Phone Nurn or,
6691 COBBLE BLISS ST
Owner's Address I ZEPHYRHILLS, FL 33541 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address I
JOB ADDRESS 16691 COBBLE BLISS STREET, ZEPHYRHILLS, FL 33541 LOT #
SUBDIVISION SILVERADO RANCH_] PARCEL ID# 1 04-26-21-0130-01000-0120
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 8ADD/ALT SIGN DEMOLISH
IN INSTALL REPAIR
PROPOSED USE Eyl SFR COMM OTHER
TYPE OF CONSTRUCTION = BLOCK FRAME STEEL AwminumpoalEnclosure
TIMMITEMNSIM. z.�IGM[imMMMMMr*MMM3M3MMMBMMM#Mq
NVEM
=MECHANICAL
=GAS ROOFING
FINISHED FLOOR ELEVATIONS
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY W.R,E C
VALUATION OF MECHANICAL INSTALLATION
FCAl
SPECIALTY = OTHER
FLOOD ZONE AREA YES NO (
BUILDER COMPANY I Commercial Residential Aluminumand F;ab;ric-afing, =LLC
SIGNATURE REGISTERED L.Y.LN _J FEE CURREN Y/N
I
Address 15kTriple DiargndAd,N. Venice, I`Ci,1�75 , License # CGC058897
ELECTRICIAN COMPANY F-
SIGNATURE REGISTERED I N ...FEE CURREN Y/N
Address License #
PLUMBER COMPANY SIGNATURE REGISTERED Y J N FEE CURREN Y/N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED L _11N_J ;FFECURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED N— = FEE ;CUR�RENY�/N��
Address License# E
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans,
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required. (A/C upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
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 Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify 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.
CONTRACTOR'S/OWNERIS 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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government 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 Protection -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,
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V' unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
UrWillikkillskuT 10110111111010MI120WT guy
FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT
Subscribed and swom to (or affirmed) before me this
_b
Who is/are personally known to me or has/have produced
as identification,
Notary Public
Commission No.
me
as identification,
Notary Public
Com No.
ame of Notary typed, printed or stamped Name of Notary typed, printed or stamped
CHME 'rljc�""S
_ 1- �
9�' 3te ',)f Id",
e Not-ary pu`�,
3F Notir'.4 45
fshon
941 -486-9 1014
Fax�
941-485,3423
Ti,,-IH Free�
8S5-CRA,GA('X
Cor—ner,iai
Websfte.
156
Triple Diamond ONd Marts Venice Flodda 34275
EnnaH;
25"74 RoakfiH Rd Ft Myers,, FL 33916
Job',!.,,
1rsured License# C, =8897
Lubin
Bill To:
Staycation Pools and Spas
ble Bliss St
Address.
$691 East Fowler Ave
rhills, FIL 33541
City, State, Zip:
jamea, FL 33617
Phone;
813-603-3109
salr
Email:
Lot.
—bdivislon—
Approx Install Date.
18 to 10 weeks
St-
Szeserado Ranch
JobType.
New Cage
�Exlstlng
Gate Code:
r=—
I
Source.,
Contractor
_%iark Instill new aluminum cage per detail belr.)Af.
Cage color:
BRONZE 21'x 5V undentruss, 1Wx9'
Super gutter color and profile:
oRoNzE r
Number of down spout h
2
Number of doors:
2
Wall screen mesh:
114
Riser walls:
NONE
ClearView walls:
NONE
Beams for cage:
TOCODE
Cage roof style:
MANSARD
Roof screen mesh:
1SX14
Hardware package:
STANDARD
Chair rail
AT36'
Tear out and haul away:
RIONE
Miter Front Wait
6 s"Verts
tWA!-
1929 sqft $6.11 per sqft, 6 niters an fronDw-all,
This ernpacat d� not beconsit a conued ,
-irl "ics"Imt and.omit by an ofterof
the wanuto, and 4 notametietti, any case
payment '01 as re'unted, cmtniiocr
exonvalt, re"noes as Cmtradors,
'resh.na", lean vdNxt,
—y I'. as ted'mdw aay wwnto." Of taw
to oscule iatyn*W of the contrad intse and
May awvu 3mi fIx the saffm Ion ispon the
ZI ptoperty" whith instalkatts. is made, ANY CHANGES AFTER FINAL MEASUIREMEm- WILL BE CHARGED ACCORDINGLY
MATERIAL AND WORKMANS141P GUARANTEED IYR / ALUMENUM STRUCTURAL WARRANTY 3YR5
TIRMS.M, DOWN, 75% UPON START Of 0DN5VRM-n0X 1MRASURE tAYCK$1 OR 10"VATLOIN/ CREOVY CARD CAINVEMENCE FEE 2,59A
A survey sheet of a plot plan and complete legal descriptions required for ail pool and patio enclossures
S-u— -101,012c xWrb shisoss to—. PW—Vvd P—id- thte "...ffiu bive, hn thk'oht Z. —0. 1.2rm aWtuvEat3on vsiauraitmidrohlnt. tM' Ood a-- thy A. 1h. it - �.&.h Contnas Prias $'11,790,00
tm buys. so—'e,
Wit $2,94T50
I/Wee have read the foregoing pr*posal contract and isscept the sarne an the terms and canditlons prtntaid on the reverse titre and as stated above. "t to
PP, ;,S Vi\ �"
R 1, ' N 0 AYS R 0 "'%11 13,22 #
rc. 1 70e —'—'
George Zeino
Puirchasef: Date:-.-- CC Fee 2,5% N/A
Commercial ResWenoulAhorilnum A fabricating LLC of Sarasota County Sy: La#VV'E)"ke4 Jr. LAdj. Balance
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58'
3517'
4$
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64.8'
I 1 10,
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r)r)l renclosure "eq
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44% 'P
all,
44 41,
114
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A
2x4 CLSMB, 2x5 CLSMB :Beam SHEET 1 OF 2
1
113'-
lI
2x4 CLSMB :Column
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:Special Size
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BRONZE :Cage Color
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18/14 :Wall Screen
18114 :Roof Screen
STANDARD :Fastener-
STANDARD :Anchors
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STANDARD :Door Size
:Gutter
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Notes:
=
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1) METAL STRUCTURES WITHIN 5 FT. OF SWIMMING POOLS SHALL BE
GROUNDED PER NEC 68D-2
U
Z
2) UNLESS NOTED, ANCHORS TO CONCRETE 8 MASONARY SHALL
W
O
BE 318" X 3" OR APPROVED EQUAL
m
Z
C)
3) SCREEN DOORS TO BE SELF CLOSING, 36- MIN, WIDTH, WITH
r W
LATCH PLACED 56" ABOVE DECK FOR POOLS
m
W
Ed
W
Q
TOLERANCEMINIMUM WALL THICKNESS TO BE .040" WITH NO NEGATIVE
M O
n/
U
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U
NOTE: ALL FASTENERS SHALL BE STAINLESS STEEL, HOT -DIP
O ((O
'^
v'
OR ELECTRO-GALVANIZED STEEL.
7
O
ALUMINUM CONTACTING METALS NOT CONSIDERED TO BE
U
1 011
COMPATIBLE SHALL BE PROTECTED BY ZINC CHROMATE PRIMER
AT LEAST ONE COAT OF SUITABLE PROTECTIVE COATING
ALUMINUM CONTACTING WOOD SHALL BE PAINTED 2 COATS OF
C
E
ALUM NU METAL -AND -MASONRY PAINT OR A HEAVY COAT OF
BITUMINOMUS PAINT OR THE WOOD SHALL BE PAINTED WITH ALUMINUM
HOUSE PAINT AND THE JOINTS SEALED WITH GOOD QUALITY CAULKING
Q
COMPOUND.
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DESIGN CRITERIA: FLORIDA BUILDING CODE 7TH ED., (2020)
v
CHAPTERS 16 AND 20
ea
RISK CATEGORY I
ALLOWABLE STRESS DESIGN
E
ULTIMATE DESIGN WIND SPEED: 130
0
Li
EXPOSURE: C
WALLS DESIGN WIND LOAD IN/OUT— 32/26 PSF
ROOF: WIND LOAD UP AND DOWN — 9 PSF
REDUCTIONS FOR: ALLOWABLE STRESS DESIGN (.6)
8 X 14 SCREEN (.88)AND HEIGHT LESS THAN 15 FEET (.86
ALUMINUM ALLOY 6005-T5 UNLESS OTHERWISE SPECIFIED
MAXIMUM SCREEN DENSITY OF 18 X 14 X .013 MESH
MARK A. SMITH
LOAD COMBINATION - 14.5/11.8 PSF WALL AND 4.09 PSF ROOF FL REG. #55511
3738 KINGSWOOD DR.
LOAD COMBINATION FOR MANSARD CONFIGURATIOt I SARASOTA, FL 34232
w
(DLLLL
O U) 0
(I
O M N
L.L cn Q
DO -
U) 0
MAX SPACING FOR #12 X 3/4"SMS SMB SCREW IS 24" O.C.
MANSARD/ROOF BEAM SCHEDULE
SIZE
T1
T2
TYPE
T2
T1-
CHANNEL-LOC BEAM
2 X 4
.045
.135
CL-SMB
2 X 5
.050
.135
CL-SMB
NOTE: ALL BEAM MAIL. IS 6005-T5
NOTE: SEE PLAN VIEW FOR MANSARD BEAM LOCATIONS
NOTE: SEE ELEVATION VIEW FOR COLUMN BEAM LOCATIONS
COLUMN BEAM
SCHEDULE
SIZE
T1
T2
TYPE
2 X 4
.045
.135
CL-SMB
BEAM
TO BEAM CONNECTION SCHEDULE
.SIZE
TOTAL # OF FASTENERS
TO COMPLETE THE
CONNECTION
INCLUDES BOTH SIDES
'A"MIN
"B"MIN
DISTANCE
FROM
SPLICE
(MIN.)
VERTICAL
SPACING
HORIZONTAL
SPACING
FROM
EDGE
PLATE
THICKNESS
2 X 4 CL-SMB
24412 SMS
10.25"
1 3.50"
1.00"
2.88"
1.00"
0.50"
.125"
9 Y 5 CI _RMR
39dN 9 RMR
19 75"
4 RW
1 (10"
3-RR"
1 (x)"
0 50"
.125"
INTERNAL GUSSET PLATE
USE n3 PIS PURLIN
SEE CHART FOR
NUMBER OF FASTENERS
O 0000 g
e°
000 ° O
Oe 0 °
000
(TYP.) .1O!' SMS
INTO SCREW
BOSS
0000000
° BOSSES EACH SIDE
r A 7x Nun
BEAM TO BEAM DETAIL BEAM TO PURLIN CONNECTION
7 X 7 PERMETER BEAM
rx rPB
(2) #10NSM3 THRU 1-1 /8' X S X TIC ANGLE
7Xr EDGE BEAM INTO
SCREW GROOVE OF PURLIN (9)012X W1 TEK SCREWS
7"SPACING. 34' FROM EDGE
s EASABLE STEEL WIRE
UPRIGHT CABLE NOMINAL J•
2Yr PS SIDEWALL PURLIN
7 MIN ♦i
(2 OR MORE) 012XC SMS THRU RECEIVING ' • ONTANCHOR
CHANNELINTO BEAM EACH SIDE OPTIONAL CAB LE BRACE DETAIL MIN2,V4EMBEDMENT
SEE ELEVATION DRAWING FOR CABLE INTO SLAB
FASTEN GUTTER W(1) 914 LAG SCREWS 024.O.C. BRACE LOCATIONS
2" X 3" BEAM CONNECTION CABLE CONNECTION DETAIL
EDGE BEAN 'IQ 0,
(2) #IM4SMS THR
'2. EDGE BEAMINTO
SCREW GROOVE OF PU RLIN n r PS SIDEWALL PURUN CC
(2) UPRIGHT
OB 0 (8) #12 SDS EACH SIDE THRU
O O 1-12Yh1/1SY4CHANNEL
t125CREW5
r12' 41IDS GLEINTO t1m1-12'SMS
W2#12S/ISDS INTO 024.O.C.ANDWTIHIN
1-X2.OB ANDM91A C 3' EACH SIDE OFCOLUM nnl/r ANGLE
SOS INTO COLUMN
-h 1' SMS COLUMN
v� X r ANCHDR
SIDE WALL CONNECTION DETAIL PORCH DETAIL
(4) 114, r LAG SCREWS O EACH CUP
X 0.100' ALUMINUM ANGLE CLIP
FASTEN GUTTER W(1)#14 LAG SCREWS (1)ATEACH BEAMLOCATION
024'"'r SDS OEA CLIP 1-1
2..O.CV—OR-TER
O 6)#133/4' SDS THRU
CHANNEL CUP AND CARRIER BEAM
et4.YlAD BCRflYe
H S'v.12S X 375' INTERNAL CHANNEL
NTO CKANNE SDS THRU ROOF BEAM
INTO CHANNEL EACH SIDE
GUTTER CONNNECTIONS
(2) r1L2'XI/B' AL ANGLES r % C GR
W4 012 SDS b (2)1/4'Xr
ANCHORS AT EACH COLUMN r %5 CLSMB BEAM
WITH MIN. 1,Vr EMBEDMENT
[EACH SIDE]
3• (2)i'-It SDS
THRU COLUMN
INTO 1' X.
O.B.
O O EACH SIDE
13C MIN
EMBEDMENT AT COLUMN ONLY
BASED ON SOIL BEARING CAPACITY OF 1,500 PSF
BASED ON 2,500 PSI CONCRETE
MIN C X C CONTINUOUS FOOTING W/101
WHEN POURED MONOLfHICAULY WITH SLAB
ANCHORING TO FOOTER DETAIL
rXrOR
r X 5' CLSMB
(2) 2-ArXV8' AL ANGLES
W4#12 SDSb(2)1/4'XC9-1CH
ANCHORSATEACHCOLUMN
WITH MIN.IV/ EMBEDMENT(EACH
SIDE]
RU COLUMN
O VX 7O.B.
SIDE
3r MIN
EMBEDMENT AT COLUMN ONLY
a...«
• .
t4 REBA"
1 REQUIRE
BASED ON SOIL BEARING CAPACITY OF 1,500 PSF
BASED ON MIN 2,5W PSI CONCRETE
I3 EMBEDMENTISONLYREOUIREDTHROUGHANGLES
ON EACH SIDE OF COLUMN
ANCHORING TO FOOTER WITH PAVERS DETAIL
(2) #12 X 3/4" SDS
THRU CHANNEL INT
GUTTER
O
O 1-12' x 2-1/1' Recivin9 Channel
ed W 7x7 Do 1.g, W (2)
#12xt" SDS into Dmrgog Each Side
STRUCTURAL
TOP VIEW SUPERGUTTER
(1) i14X14" S0.9
NOTE: GUTTER TO BE SECURED TO FASCIA (SPACEDQ3/4"O.C. MIN.)
IN ACCORDANCE WITH Ik1.W AAIMINUM CUP W/ (4)
GUTTER TO FASCIA CONNECTIONS
iu LAG SCREWS W W4' DW
STAINLESS STEEL WASHERS INTO
NOSTSTRUCTURE (MINIMUM r EMBEDMENT
AND SPACED AT We O.C. MIN)
STRUCTURAL
SUPERGUTTER
1.Nn.1zr x 3.T/B'
rDS THAU ROOF EL M II TO CHA
SDS THRU ROOF BEAM INTO CHANNEL
EACH SIDE
FASTEN GUTTER W/(1)014 LAG SORE 4) 014 X r LAG SCREWS®EACH CUP
Q21' O.C. • X 0.100' ALUMINUM ANGLE CUP
(t) AT EACH BENT LOCATION
(Ip1"W4' SSDS @EA CUP
dab YX.•pt 6MEx1FR W o'BcwsoA AVt[A 1�
r
2C MAXIMUM OVERHANG (eI #12x31C SDS THRU
014 x r LAG SCREWS WITH CHANNEL CUP AND CARRIER SEAM
W4" STAINLESS STEEL WASHE IRS 1.SN.12SX}?M INTERNAL CHANNEL
CONTINUOUS ANGLE TO W(I)W2XYC SDS THRU ROOF BEAM
PLUMB GUTTER AS READ INTO CHANNEL EACH SIDE
OUTSIDE MITER CORNER GUTTER CONNECTION
FLtelt OY£R GUTTHi IMAIt FL SMKI
ATTACH w tl.'x>f wnCgEtE AOCItw 2l O.0
4) IX X r LAG SCREWS ® EACH CLIP, HOOD WALL
OR (2){' X 2S4" CONC ANCHOR INTO BLOCK WALL
X 0.1 OO' ALUMINUM ANGLE CUP
(1) AT EACH BEAM LOCATION
(4)014X3M' SDS GEA CLIP
1 2*,7 EDGE BEAM
e INTERNALLY FASTENEDTO
BEAM W/(2)#10-1-1/TSDS
7 X C OR r XS
CLSMB BEAM 1YT OB
e
Ot 4M.C..AND
�2/'O.C. AND WTIHIN
C EACH SIDE OF COLUM
r X T X .125 STRAP
[EACH SIDE] 12 X 314' SDS EACH SIDE
14 REQUIRED EACH SIDE
n C CLSMB COLUMN
BEAM TO COLUMN DETAIL
(2p10x1-ur SCREW UCH L,STRAA
ATTACHED THRU ovER eE,At A WALL OF BEAM /enncE`MTH H)
Zvi [-
n BEAM
ROOF BRACE CONNECTION DETAIL
M 2"x COLUMN
00
sTRUCTu I 2"x 3" PB
SUPERGUTTER O
O 6) 91213/4' SDS THRU
''• CHANNEL CLIP AND CARRIER BEAM
;1
1.0'1W/X STINTERNALCHANNEL (/punt-12'SCREW
" W(1) /12x3/C SDS THRU ROOF BEAM ATTACHED THRU
INTO CHANNEL EACH SIDE WALL OF COLUMN
EACH SIDE
OPTIONAL GUTTER CONNECTION CHAIR RAIL CONNECTION DETAIL
ALL ANGLES
AGLES
W
12 SDS
& (2)
8
ANCHORS ORS T(r
YP.
(2) i10xC Sme 0
1"x."
HX6•
OR 2"x4"
HoL. —1
Clennel U-d
S_'whr
i. w (2) itbt
xut DO°Ae9 Each
Sid.
2" X 3" BEAM CONNECTION
(2) TOE -NAILED #10 x 3'
'SDS THROUGH DOWNLEG
BEAM INTO GUTTER
1 2" X DOWNLEG CONNECTION I OPTIONAL 2" X DOWNLEG CONNECTION
CORNER DETAIL
REF. CABLE DETNL ,
1"EX.25'WALL ALUMINUM TUBE 1 !1
2"MAX I.ENGTH •
•.a .
3/r ANCHOR MIN. 3"
EMBEDMENT INT
FOOTERSL4B
CABLE ADJUSTMENT OPTION
SHEET 2 OF 2
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MARK A. SMITH
FL REG. #55511
3738 KINGSWOOD DR.
SARASOTA,FL34232