HomeMy WebLinkAbout24-7684REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times teaof the fee imposed for the tial inspection or
first relinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
III I I I I I I III I I i I I I I III i III I lillip I I I! III 1 11111 11111:11111111 11111
11111111111111111111 1111111 I'll 11!11111111111 Jill 1 11,11 Fill 111111 111111 1111!1111 1111111 11111111 11!1111
before recording your notice of commencement."
Mr A L
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
\ �\ . z \ �
a
FIE 7"IT OFFICIE[)
THOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-7M0021
Building He uilding Department
0
Data Received t for P _I
Phone Contact for Permitting C1 14-4 11 C)
19ttlall �:' list*
Owner's Name FAllen Charles & Rona Fletcher Owner Phone Number
Ownees Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
:15�N�Ofth Lake �Dr, Zephyrhills, �Fl, 33�54LOT III JOB ADDRESS :Eb lQ
Oaks �� PARCEL SUBDIVISION Es::iiver
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADD/ALT
SIGN DEMOLISH
11
INSTALL NX
REPAIR
PROPOSED USE 0
SFR E]
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK E:]
FRAME
STEEL E:A1t2itiiiil2TY�� -
DESCRIPTION OF WORK I Panel roof screen room
BUILDING SIZE SO FOOTAGE HEIGHT
BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY )ArR.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING E] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY Keith Reeves Constructon
SIGNATURE ZW� REGISTERED ���F�E...RREN�N�
Address License It
ELECTRICIAN COMPANY E
SIGNATURE E=== REGISTERED FEE ..�ENY/ N��
Address License #E=====
PLUMBER COMPANY E
SIGNATURE E:=== REGISTERED �FEE.0
R.N���
Address License #E--====
MECHANICAL COMPANY E
SIGNATURE E:=== REGISTERED �FEE ..
Address License III
OTHER COMPANY E
SIGNATURE = REGISTERED Y f N FEE U�.r-NY I N,�e_.w
n�
Addr
ess Ucene#sE=====
III I It 111111IIIII[s*111 all "II It I tit sit lifill at tit it I I I I fit 1#2 ts It 114111 i
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 wl Silt Fence installed,
Sanitary Facilities & 1 dumpster: Site Work Pen -nit for subdivisionsAarge 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 & I dumpster. Site Work Permit for all now 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 $2500, 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)
Rerools if shingles Sewers Service Upgrades A/C Fences (PloVSurvey/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 RESPONSIBIL171ES: 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, ff the owner has hired a connector or contractors, he is advised to have the contractons) 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 property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES 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 UEN 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 —Homeowner's 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 Nth to deliver it to the "owner" prior to commencement,
CONTRACTORVOWNEWS 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 workwill 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 govemment 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, Welland Areas and Environmentally Sensitive
Lands, WaterNVastewater 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 W" unless expressly permitted,
If the fill material is to be used in Flood Zone W, 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 "K 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 faith 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.
FLORIDA JURAT (F.S. 117-03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affirmed) before me this S a s a me this
by by B rn Reeves
VYpro islare personally known to me or hasthave produced a is/ire personally known to me or hasthave produced
as identification. as identification.
Notary Public a Notary Public
Commission No. Commission
Name of Notary typed, —punted or stamped —
—Not o part of this plot—
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DESIGN CRITERIA:
Applicable Codes -Regulation and Standards
1. The Florida Building Code 8th Edition 2023,
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
2. AA ASM 35 an Specifications for Aluminum Structures,
Part 1-A and 1-6 of the Aluminum Design Manual
prepared by The Aluminum Association, Inc. Washington,
D.C., 2020 Edition
3, ASCE 7-16.
Wind Loads
1, Building Occupancy Category, Paragraph 1604.5 and
Table 1604.5: Cqtegorz 1 .
2. Basic Wind Speed Table, Table 1609 State of Florida
Debris Region & Basic Wind Speed, Paragraph 16093
and Table 16093.1 Equivalent Basic Wind Speed.-140MPH
V-ultirnote Exposure Category, Paragraph 1609,4.3.- C
3. Building Category for Aluminum Structures, FBC 7th
Edition R301.2.1.1.1 Sunroom Category 1.
Following Loads were used to DesignlCk- This Pool Cage:
1. Dead Load of 5 PSF (Which is an Higher Side)
2. Live Load of 5 PSF (Which is on Higher Side)
3. Wind Load of 140 MPH as per ASCE 7-15
4. Load Combinations as per F8C 2023 8TH EDITION
5. Live loads for primary structual members 500 lb, -
R2002.4 Building
6. Live loads for roof purlins 200 lb - R2002.4 Building
Sp
ecifications
The following specifications are applicable to this project:
1. Aluminum extrusions shall be 6005 T5 Alloy
2. Fasteners are required to be SAE Grade 2 or better
zinc plated.
3, #10 screws 6' from ends and 24" center to center.
4. Door location shall be determined by contractor in the
field.
5. All Screen - Type 18x14 (TYP.)
WIND ZONE FOR MANSARD BEAMS @ 140mph VULT
VULT - (Ultimate Design Wind Speed)
elfMating Beams
Gouge
Span
SupportSoocin7
2X4(&v6)
0,044
Up to 14'-8"
Up to 8'
2X5(sms)
0.050
Up to 18�-2'
Up to 8'
2X6(suB)
0.060
Up to 25'- 4 "
Up to 8'
2X7(sue)
0,060
Up to 28'- 4 "
up to 8' 1
2X8(su8)
0.080
Up to 35'-6"
Up to 8'
1 2X9(smal
J0:080
1 Up to 39- 4"
Up to 8' I
WIND ZONE FOR METAL COLUMNS @ 140mph VUL T
VULT - (Ultimate Design Wind Speed)
SetfMatingjHallow
Gauge
Column Height Range
2X4
0.050
Up to 10'-4'
2X5
0.050
Up to 12'-8"
2X6(Sua)
0.055
Up to 76'-5"
2X7(sue)
0.062
Up to 19'-8"
L_2X8(sms)
10.072
Up, to 23'-6
91
VULT - (Ultimate Design Wind S2eey)
CON IRA C TOR
Hollow Sections Gouge
Span
2X2
0.044
Up to 7'-10-
K.R. CONSTRUCTION, INC
2X3
a 045
Up to 9'- 1'
CRC #042498
7117 ASH ST
2X4
0,050
Up to 10'-4"
ZEPHYRHILLS FL 33541
050
Up to 12'-8-
813-997-1410
HOUSE
SCALE 1/8, = 1,-O"
16" O.H.
3" COMPOSITE ROOF
b
Q0
16" O.H.
RAM A. GOEL, P,E.(#47431)
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD STE P
TAMPA, FL 33647
PH# 715- 781-1822
2x4
I
ix 2
9, � I
r--2x3
L
J
7'-
28'
—2x3 7'--2x5— 2x2 2x3— 7'- 6
16" ESP
PROJECT ADDRESS
FLETCHER
6715 NORTHLAKE DR
ZEPHRYHILLS, FL 33542
ALL VIVIORK SHALL
C 0 D E S I-- LOMRIJ D) IA, SJU 't-D"'INIG
AND THE Cll",," OF ZEPHYRHILL'S
ORDIN,ki'VICES
71
R
VV y t-EVI" o
C,!TY OF
PLAN EXA�P�
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
CHAPTER 3, SECTION R301.2.1 OF THE
FB.C. 2023 RESIDENTIAL 8th EDITION
Kl-"o
RAM A. GOEL, P.E 7431
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER [-A
10329 CROSS CREEK 8L VD. STE P
TAMPA, FL 33647 PLAN
Ph.# 715-78I-1822
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING (SMB)
2X2,2"X27XO.044"
2X4 SMB. 2 "X4 "XO. 04 4 "XO, 100 "
2X3. 2 "X,3 "XO. 050 "
2X5 SMB. 2 "X5 "XO, 050 "XO. 100 "
2X4:2"X4"XO.050"
2X6 SMB. 2 "X6 "XO. 055 "XO. 120 "
2X5:2" X5 "XO. 050
2X7 SMB. 2 "X7 "XO. 05 7XO. 120 "
2X8 SMB: 2 "X8 "XO. 0 72 "XO. 124 "
OPEN BACK SECTIONS
2X9 SMB: 2"X10"XO,092"X0398
I X2: 1: X2 "XO. 040 "
I X3- I "X2 "XO. 045"
SNAP SECTIONS
ALUMINUM MEMBERS SHALL BE
2X2 Snap: 2"x2"xO.045"
NOT LESS THAT 0,040 INCHES
2x3 Snap: 2"x3"xO.050
(I mm) THICK — FBC 2020
2x4 Snap: 2"x4x0.045"
7TH EDITION 2002.3.1 BUILDING
WIND PRESSURES:
FROM TABLE 2002.4 FBC
EXPOSURE B.
HORIZONTAL (WINDWARD)
27PSF
HORIZONTAL (LEEWARD)
21PSF
VERTICAL (SCREEN SURFACE)
8PSF
VERTICAL (SOLID SURFACE)
23PSF
EXPOSURE C:
HORIZONTAL (WINDWARD)
38PSF
HORIZONTAL (LEEWARD)
29PSF
VERTICAL (SCREEN SURFACE)
17PSF
VERTICAL (SOLID SURFACE)
J2PSF
,/a " PL
ON 45*
1/8- S. S. CABLE
F5-1
"AULL
4' SLAB M/,V--
0 RPS/ 2500 CONC
PSI CO
C
(2) 114 X 2 114 WW OR? RBERME
TAPCONS
CABLE CONNECTIONS AT FOUNDATION
-AM SIZE x 4* GUSSET 1/8' THICK
#10 x 314'
7EK 0 2" 0. C.
SCALE N.Ts 17
DIMENSI
EXTERNAL GUSSET DETAIL
SCALE N. TS,
1 1 -1 j
Li-1
(2)-#10- X 2- SCREWS—
THRU EXTRUSION
2' WIDE EXTRUDED
GUTTER BRACE AT
EACH BEAM
WI(2)-#B X 314=
El
' INTO —
9 CHANNEL
A TTA CHMEN T DETAIL
SCALE N. T&
3/6- DIAMETER
CONCRETE SCREW
MINIMUM EMBEDMENT
1 714- INTO TOP OR
SIDE OF F007ER
%
CABLE TO FOOTER
SCALE MTS.
RECEIVING CHANNEL
W1 2 #IOX314- INTO BEAM
EACH FACE & (3) CON TRA C TOR
#IOX314- INTO BEAM K.R. CONSTRUCTION, LLC
CRC #042498
PURLIN OR GIRT TO BEAM OR POST DETAIL 7117 ASH ST.ZEPHYRHILLS, FL 33541
SCALE N. T.S. 813-997-1410
I
INTERNAL SPICE PLATE,
MIN PLATE THICKNESS
1/8' — INTERNAL GUSSET DETAIL [I
SCALE MTS
f
/�
IOX314- SM
C. INTO CUTTER
ALSO INTO
CARRY BEAM
2.
RECEIVING CHANNEL
W12 #IOX314- INTC
GIRT EACH SIDE &
#IOX314- INTO 2 A
SLOPED PURLIN CONNECTION DETAIL
SCALE N.TS. 1^�2111 SCALE N. TS, I j
(2)-,410' X 2' SCREWS—
THRU EXTRUSION
2' WDE EXTRUDED
GUTTER BRACE AT
EACH BEAM
-#8 X 314'1-
2"X*-X718- ANGLE W1 SELF MA 77NG
(2)-#10 x 314- EACH FAAC, —RECEIVING CHANNEL
(l)-fI0 X 2- EACHReq. for Each Load 8eoroq
Connection 3/4'4'
Post connecti
INTO EACH FACE
MIN 4" SLAB 2500 PSI
CONC wIFIBERMESH I' x 2* OBSASE PLATE
NUMBER OF SCREWS
PA T7FRN TO VARY NUMBER OF SCREWS
SCREWS TO MAINTAIN 1-114- CIC PATTERN TO VARY
#10X314' INTO SCREWS TO MAINTAIN 1-114- CIC
RECEtWNG CHANNEL
ELEMENT GUTTER BRACE & ANGLED FASCIA BOARD
ATTACHMENT DETAIL
SCALE N.T.S.
1:21
3 I18-XI 112- X 1/8-
3X3" or 4X4' EASE WI(2) 113- DIAM
COLUMN TAPCONS OR EOUtV
OST W (2) 114- DIAM.
3 3
12' THRU BOLTS FOR 3X3
' 0 0
4 112- THRU BOLTS FOR 4X4
IL
JXJ OR 4X4 COLUMN TO PAVER
OR PATIO A TTA CHMEN
PROJECT A nr)0fC'C'
M GOEL, P.E.(#47431)
SONEY FM LLC, CA#9746
FLETCHER
CORY LAKE PROFESSIONAL CENTER
�L6715 NORTHLAKE DR
10329 CROSS CREEK BLVD. ST STE P ZEPHRYHILLS, FL 33542
mr-/i, FL 33647
Ph.# 715-781-1822
m
-fl --1
0 1 NO. OF SCREWS
.S,70-
O.
BEAM
2XJ
?ECEIWNG CHANNEL
V12 #IOX-314' INTO
ART EACH SIDE &
SIDE & ¢10X,314` INTO 2 X 3
SELF-MA77NG BEAM
- NOTCH FOR UPRIGHT
..MIN 314- O.C. fI0X3
UPRIGHT TO BEAM CONNECTION DETAIL
(2) 114" DIAM. BY 3 112" THRU BOLTS
TO VARY
SCREWS TO MAINTAIN
1 114" CIC
COMPOSITE TO GUTTER TO BEAM
TO JXJ
TO BEAM SCALE
PATTERN
COLUMN
X 2' BASE
ANCHORED CONC,
X 2 114-
114
TAPCONS MAX 24"
VIEW
2" X 4" OR LARGER UPRIGHT TO DECK DETAILS —1
SCALE N. rS. F8
PLATE
FRONT
I
RE VIE WED
N. TS, AND
THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2023 F.B.C. RESIDENTIAL 8TH EDITION
A,
RAM GOEL, P.E.(#474,31)
SONEY FM LLC, CA#9746
[D
10329 CROSS CREEK BL
TAMPA, FL 33647
Ph.# 715-781-1822 ET AILS
HEREBY CERTIFY THAT I HATE
SUPERVISED
CORM LAKE PROFESSIONAL CENTER
VC). STEP
-USSET
ONS 118-
FRON T VIE
HEADER
(3) IOX314- S.M.S.
I0xj' SKS, 7HRU PER PAN
FASCIA INTO SCREEN
RAFTER TAILS ROOF PANELS
24' ON CENTER I
I OX314 - S, M. S.
3 PER PAN COLUMN
AND PAN ROOF TO LOAD —BEARING WALL
FL, PRODUCT APPROVAL FL10778—EL5 EXP BL18X2026
SCALE N. T. S. 174
HOUSE WALL : EITHER STUCCO/BLOCK
`UCC01y OR WOOOFRAME 7
L
114 x 2 114 TAPCONS
TO MAINTAIN 2- 0,C.
FOR STUCC01BLCCK
OR
#10 x 2' SCREWS I" a C,
FOR wow
NUMBER OF SCREWS
PATTERN TO VARY
# I OX314 INTO
SCREWS TO MAINTAIN 1-114- CIC
RECEIVING CHANNEL
HOUSE WALL & MATING ELEMENT A TTA CHMEN F DETAIL
SCALE M T.S.
#10x314 INTO
RECEIVING
CHANNEL
(2) 114- DIAM. BY
4X4'!—
4 112- THRU BOLTS
COLUMN 1 114- 01C
FRONT
WEW
SIDE
WEW
OF SCREWS
NO, 0' 0
4X4
PATTERN TO VARY
PATTERN
COLUMN
SCREWS TO MAINTAIN
SCREWS
[NO,
1 114' O/C
114
BEAM TO 4X4 COL UMN
SCALE T S.
RAM GOEL, P.E.(#47431)
CON TRA C TOR
SONEY FM LLC, CA#9746
K.R. CONSTRUCTION, LLC
CORY LAKE PROFESSIONAL CENTER
CRC #042498
70329 CROSS CREEK BLVD. STE P
7117 ASH ST
TAMPA, FL 33647
ZEPHYRHILLS, FL 3,3541
Ph.# 715-781-1822
I
813-997-1410
2% -x2Y4 -x�-14 - X, 125 U-CLIP 2X
("d- VARIES-4- SHOKW)
(4) #103/,' EA. SIDE
I MMIN.(2) CONCRETE
ANCHOR
BOLTS WAIN IY4' EMBEDMENT
UPRIGHT
0
0
0
0
lx2 BASE PLATE
ATTACHED TO DECK WITH
CONCRETE. ANCHORS MIN
0
6" FROM UPRIGHT AND
MAX 24- D.C.
JD VIEW
SCALE N, TS.
PROJECT ADDRESS
FLETCHER
6715 NORTHLAKE DR
ZEPHRYHILLS, FL 33542
wo
OVERLAP BEAM ONTO COLUMN
FASTEN WITH #10 x 314 7FKS
0 3/,- 0 C. APPLY MAX NO OF
SCREWS STAGGARD ON EACH
(OR EQUIVALENT)
BEAM UPRIGHT CONNECTION
SCALE M TS
a 04'
PWT
auMa4S-- NNSZWr .1(2) l/*-k2-f/4'
TAP S INTO CCNCREW- OP OPTIO&M
21,2- ANME 42) 114-,2-114
rAPEWS PER POT
N—
ONT 8' NVE x 8' DEEP
CONWN770MAL CONC FORTE
W1 (1) #5 CtWT LAP
SPICES MIN. 25'& 71E
W/ WRE. TW. 0 PERIMETER
POST FOO TER DETAIL
SCALE N. T, S, Fi 61
114"0 x 2' -112
MASONRY ANCHOR
I,' --IF WOOD SUBS77TUTE
#10 x # SMS 6- FROM
17' TOP & BOTTOM @ 24' O.
r—1 11 X2 11 OPEN BACK
"x2" OPEN BACK
OPEN BACK TO HOST
STRUCTURE DETAIL
SCALE N. TSS
Material
6063-T Aluminum Extrusions
Maln Frame
r x 2" x,038'wall Thickness; hvlbw serrated extrusions
Push gar
I' x 3" x -038',vafi Thickness; with areas at.090'ta add strength for closure installation
Mck gar
1-114' x I' hollow extrusion
��ick ➢Plae LColL°white
polypropelene snap in v'
e ish Colo,
�-bfcnze �myl
White, brofre, clear anodized, ivory, adobe (day)
Hardware
Standard hardware kits; available in white/ bronze, silver, ado -be jday ), and brony
Available Screen
18/14 Charcoal or liray
Allailable Z-bar
half4, hull-/, and 1-ull-Z Weather Strip, ('standard 0th 3 hinges)
St.rid-d
fiorai-E3/0.619 Act : 35-5/8'. 79-1/2
Nominal: 2/8 x 6/8 Actual' 31-5/8 x 79-1/2
Nomm-1: 216 e, 619 A-tual: 29-5/9" x 79-1/2
I
.045 RECEIVING CHANNEL
W12 #10 SMS TOP & BOTTOM
In WA0 PPAfT 4 411) oUr
10x4' WITH
NFO WASHER
3'COMP051 TE
3x2
4-
18" 1 1x2
7 , O.
C.
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I HEREBY CER TIF Y THAT / HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2023 FBC RESIDENTIAL 8TH EDITION
4
RAM GOEL, P.E.(#47431)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD. STE P A
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