HomeMy WebLinkAbout23-6935A . " 0 T #
Address: 6691 Cobble Bliss St
ZEPHYRHILLS. FL 33541
F-a k-0-66-935-2-623
Issue Date: 10/24/2023
6691 Cobble Bliss Street
Building Valuation: $8,850.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $8,853.00
Total Fees: $126.37
Amount Paid: $126.37
Date Paid: 10/24/2023 11:28:47AM
REINSPECTION 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 the amount of the fee imposed for the initial inspection or
first reinspection, 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.
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 C.O.
CONTRACTOR SIGNATURE PE IT OFFICEU
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780-0020 City of Zephyrhills Permit Application
Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permitting
( ) --
a a a a a a l aMt
11A,U1B11N'NIFI,1�,SA
.. [ f 3!#
Owner's Name
& ROTHMAN DUAIN A
Owner Phone Number
BBLE 6691 COBLISS ST, ZEPHYRHILLS
�
Owners Address _
Owner Phone Number
Fee Simple Titleholder Name
E_
Owner Phone Number
Fee Simple Titleholder Address [
12
JOB ADDRESS 6691 CC)BBLE BI ISS S'I ZEPHYRHILLS
LOT
#
SUBDIVISION
Silverado ]Larch
PARCEL ID#
04-26-21-0130-01000-0120
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADD/ALT SIGN
DEMOLISH
�[
INSTALL REPAIR
8
PROPOSED USE C SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL O
DESCRIPTION OF WORK
F Install pool enclosure On cxistint4 deck
BUILDING SIZE C_ —_= SQ FOOTAGE HEIGHT
ka.k£I xIEk+EW_ tOLAL .. .a. #. i. #: S.4k£ :£4.i.61K:x.Ea:.E,k'kEw-a.a 9_a.1Ekt1LkW C Exxgc ."L kxs.k ExL>a;x�Ea.t
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R EC.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS C ] ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY Vth Reeves C,OnstrUStion, Inc. _
SIGNATURE REGISTERED(N FEECURREN TY ! N
Address 7117 Ash Street, Zephyrhills, FL 33541 License # GRC042498�
ELECTRICIAN COMPANY
SIGNATURE �_- T-^-------- REGISTERED Y% N FEE CURREN Y i N
Address License #�
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License # �—
MECHANICAL COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN I Y / N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED Y (N FEE CURREN Y / N
Address License #
tlttllitlitltt E@i€lttt4ttittlF ttltft tilfttltt[IItiltl I ltIIIttlt:
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 3 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) .vorking days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities 8 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of E,gineered Plans.
—PROPERTY SI RVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of E;pplication, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (for the contractor) or Powe 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, tir ey 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 IMPAC T/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 pa d prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance ,n!ith 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 I, 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. ',f 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 fait, to deliver it to the "owner' prior to commencement.
CONTRACTOR'SiOW NER'S AFF`DAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance wth
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, WaterlA' Iastewater 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 "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 ,r:cluded 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 rrors 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 de--.nonstrate 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_
Subscribed and sworn to (or of nm,sd) before me this
by___-_
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stannped
as identification.
Notary Public
Commission No..
Name of Notary typed, printed or stamped .aNgil®iWecs.
RUN "ININNA I a see
The undersigned hereby gives notice that improvement will be made to
certain Real Property, and in accordance with Chapter 713, Florida
Statutes, the following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY:
(Legal description of the property and street address, if available).
SILVERADO RANCH SUBDIVISION PHASES 5B PB 81 PG 069
BLOCK 10 LOT 12 - 6691 Cobble Bliss St, Zephyrhills, FL
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Install pool enclosure
3. OWNER INFORMATION OR LESSEE INFORMATION tFTHE LESSEE CONTRACTED FORTHE
IMPROVEMENT:
Name & Address: Melissa Lubin 6691 Cobble Bliss Zephyrhills, FL
Interest in Property: Owner
Fee Simple Title Holder (if different from owner listed above):
4. CONTRACTOR: Name: Keith R88VeS Construction, Inc.
Contractors Address: 7117 Ash Street, i'sphyrhilts, FL 33541
Phone Number: 813-997-1410
5. SURETY (If applicable, a copy of the payment bond is attached): Amount of bond:$
Name: n1a Phone Number:
Address:
6. LENDER'S NAME: n(a
Lender's address:
Phone Number:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(alT, Florida Statutes.
Name: Phone Number:
Address:
8. In addition, Owner designates ____ of to receive a copy of
the Liencir's Notice as provided in Section 713. 1 3(l)(b), Florida Statutes.
Phone number of person or entity -designated by Owner:
9. Expiration of notice commencement (the expiration date will be I year from date of recording unless a different date is specified.
--20,
WARNING TO Q&N JR: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER P,AiYM.T,,,NTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT
IN YOUR PAYING TWICE FOR 11%4PROVFMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LEROR AN ATT RNFY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT,
e
(Signature of 0 or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office)
Au =lDirector/Partner/Mariager)
State of F1, oR 110 /? - County of p�cb
The foregoing instrument was ackno w edged before me by means of R physical presence or 0 online notarization this,; day
of _nM4R4T 2023byf4ef-k;�rf JOY 04131N for OU)tjm
(name of patty on behalf of whom instrument was executed) (type of authority, ...e.g. officer, trustee, attorney in fact)
—,Personally Known or --_� Prod-,u,,-ed Identification ?-WaIVV1 rlallii"'wk-il-),'f
(type of identification produced)
(Signatureof No Public - to of Flo EVAMY A. GUSK
Notary Pubilc
State of Florkia
Fonn]PS02 - Revised 08/01/2022 Commill NH420894
Fxplres 7/12/2027
W49MEAFNAELAOM
Applicable C2dqff, Rgaulation and Stgj2dardi
1. The Florida Building Code 7th Edition 2020,
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 2J Wood.
2AA ASM 35 an Specifications for Aluminum Structu
Part 1-A and 1-8 of the Aluminum Design Monual
prepared by The Aluminum Association, Inc. Washing1
D.C.,2020 Edition
3. ASCE 7-16.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and
Table 1604.5. Cotggory I ,
2. Basic Wind Speed Table, Table 1609 State of Florida
Debris Region & Basic Wind Speed, Paragraph 1609.3
and Table 1609.3.1 Equivalent Basic Wind Speed. 14QMFL
V-ultimote Exposure Category, Paragraph 1609.4.3. C
J. Building Category for Aluminum Structures, FBC 7th
Edition RJO1.2,1,1.1 Sunroom Catecary 1.
Following Loads were uged to Qesigp,�tk This Pool Cage:
1Dead Load of 5 PSF (Which is on Higher Side)
2. Live Load of 5 PSF (Which is on Higher Side)
J, Wind Load of 140 MPH as per ASCE 7-16
4Load Combinations as per F3C 2020 7TH ED177ON
5. Live loads for primary structual members JOO
R2002 4 Building
6. Live loads for roof purfins 200 lb - R2002.4 Building
SfAcations
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,
J. #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 (TYR)
♦
A
13'— 10
WIND ZONE FOR METAL COLUMNS 0 140m _2h WL T
VULT — (Ultimate Design Wind Speed)
x.
0
�y
47
r
6'— 8
5'— 7
L
RAM A. GOEL, P.E,(#47431)
CONS CORY LAKE PROFESSIONAL CENTEPT'
CRC #042498 10329 CROSS CREEK BL�V STE P
7117 ASH ST TAMPA, FL JJ647
ZEPH YRHIL L S, FL J3541 PHf 715-781-1822
813-997-1410
HOUSE
SCALE 118" = I '-O'
46'— 2 "
PROJECT ADDRESS
MELISSA LUBIN
6691 COBBLE BLISS ST
ZEPHYRHILLS, FL
PASCO COUNTY
1
6 .8
4'— 8"
7'— 10"
I
L10'---
20'— 10"
I HEREBY CERTIFY THAT / HAVE REWEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE W TH
CHAPTER 3, SEC77ON RJO1.2.1 OF THE
FB,C. 2020 RESIDEN77AL 7th EDITION
RAM A. GOEL, P.E.(,147431)
SONEY IM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER [-A
I0329 CROSS CREEK BLVD. STE P
TAMPA, FL JJ647 PLAN
Ph.# 715-781-1822
ALUMINUM MEMBERS DIMENSIONS
SELF MATING (SUB)
♦ 04 I "t•
s • /.
• • i •' O
0,
a
_,
SNAP �SECTIONS ALUMINUM a
2X2 Snap: •NOT LESS THAT r INCHES
Snap:/ ♦ mm)0
2 aSnap:4EDITION
WND PRESSURES.
FROM TABLE 2002.4 FBC
EXPQSURE B.
HORIZONTAL (WNDWARD)
27PSF
HORIZONTAL (LEEWARD)
21PSF
VERTICAL (SCREEN SURFACE)
8PSF
VERTICAL (SOLID SURFACE)
23PSF
EXPOSURE C:
HORIZONTAL (WNDWARD)
38PSF
HORIZONTAL (LEEWARD)
29PSF
VERTICAL (SCREEN SURFACE)
11PSF
VERTICAL (SOLID SURFACE)
32PSF
2'XWX1/8' ANGLE W/SELF—MA77NO
(2)—,#10 x 3/4' EACH FACE
Reg. for Each Load Baaring/(21,#Tox
REC.EINNG CHANNEL
3/4"
Past Connection
e �
INTO EACH FACE
MIN 4' SLAB 25�7 PSt
CONC w/T'TBE ESH
1" x 2`° OB:BASC PLATE
'•• '' ,.,..ffi. f'X2'BASE PLAlE
ANCHORED CONC,
1/4' X 2 1/4'
�d�.." .• �:� �:6. TAPCONSMAX24'
FRONT VIEW
2" X 4" OR LARGER UPRIGHT TO DECK DETAILS SCALE N. TS [a]
wl
(2) 1/4' DIAM. BY
3 1/2' THRU BOLTS
1OX3/4' SM.S.10"
OC: INTO GUTTER
ALSO INTO
CARRY BEAM
U
SCREWS
N TO VARY
SCREWS TO MAINTAIN
C/C
SITE TO GUTTER TO BEAM TO
z 3X3 LOLUMN TO BEAM
J SCALE N. T S.
CONTRACTOR RAM GOEL, P.E(147431) PROJECT ADDRESS
K.R. CONSTRUCTION; LLC SONEY FM LLC, CA9746 MELISSA LUBIN
CRC 1042498 CORY LAKE PROFESSIONAL CENTER 6691 COBBLE BLISS ST
7117 ASH ST 10329 CROSS CREEK BLVD. STE P ZEPHYRHILLS, FL
ZEPHYRHILLS, FL 33541 TAMPA, FL 33647 PASCO COUNTY
813-997-1410 Ph. j 715-781-1822
- N
Eff I
n
ge 0 ® �m
s e
,000 0
0 0� ®� 0
i®®® 4",
INTERNAL SPICE PLA7E_
MIN PLATE 7HICKNESS
1//8.
INTERNAL GUSSET DETAIL
SCALE N.T.S.
RWA
W.
P "14
AWA
x
OX314 - I
EAM
^ UPRIGHT
F
NOTCH
UPRIGHT TO BEAM CONNECTION DETAIL
SCALE N. T. S z
4M f� I
•o
1' SLAB MIN
(2) 1/4 X 2 1/4' 25DO C
TAPCONS
CABLE CONNEC77ONS AT FOUNDATION
1oX3' SM.S. THRU
FASCIA INTO
RAFTER TAILS
24' ON CENTER
1 OX3/4' SAL S.
10' an center top and bottom
H
N UMBER OF SCREWS
{PdX3/4" JNTO PATTERN TO VARY
SCREWS TO MAINTAIN 1-1/4' C/C
RECEIVING CWMNa
22T����ACE&MA77N!2ELEME
t °ENT DETAIL
SCALE
SCALE N.T.s
(3) 12X4' SM.S W H
WASHER, PER PANEL
COIVP09TE I 1 3 1/8-XT 1/2" X 1/8"
R PAS I 117
AND • LOAD -BEARING
AL E
BEAM SIZE x 4" GUSSET 118' TRICK
� � .......moo x 3/4'
® 7EK 2' O. C.
s
k
BASE W/(2) 1/3' DIAL
a> r
OST W (2) 1/4' DIAM.
3 1/2' THRU BOLTS FOR 3X3
E OR 4 1/2" THRU BM TS FOR 4X4
"� J i" ♦� • yr,
m�l l
I
i
i I
e
alp 1. 1qi Ix'fi.
#10X3/4' INTO
RECEIWNG CHANNEL
ATTACHMENT DETAIL
SCALE
N.T.S.
0
RECEIVING CHANNEL
O O
BEAM
O TO BEAM
PURLIN OR GIRT
TO BEAM OR POST DETAIL
I HEREBY CER77FY THAT I HAVE REVEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WTH
THE 2020 F.B.C. RESIDENTIAL 7TH EDI77ON
P f
r
RAM GOEL, P.E.( 47431)
SONEY FM LLB CA 9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. STF P A — 2
TAMPA, FL 33647 [DET ILS
Ph. 715-781-1822
0
IOXJ' SKS THRU
FASCIA INTO
&1r R 7AILS
W Cl/V CENTER
2M
ZVOSONA IMF
(J) IOX,514- SIB
P P, PER / W FI-4 1 2X
OVERLAP BEAM ONTO COLUMN
FAS7EN W7H #10 x 314 IEKS
2XW 0 %- O.C. APPLY MAX NO. OF
SCREWS STAGGARD ON EACH SIDE
(OR EQUIVALENT)
M
BEAM LELIOT QNNECODA
SCALE N. T&
2-XV-XI18- ANGLE W1
(2)-g"O x 314' EACH FACE
Req. for Each Load Bearbig-
W%W14- X125 u—aip Post Connection
SCREEN (d' VARIES .. 4' SHOWN)
(4) #10x3%' EA. WE
MIN. (2) CONCRE7EANCHOR MIN 4' &AB 2-500 PSI
BOLTS WIUOV W4" EMBEDMEN7 CONC 1nBERMESH
UPRIGHT
0
0 0 0
0
SCALE M Ts.
CONTRACTOR
K.R. CONSTRUCTION, LLC
CRC #042498
7117 ASH ST
ZEPHYRHILLS, FL 33541
813-997-1410
RAM GOEL, P.E.(#47431)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CEN7E4
10,329 CROSS CREEK BLVD. STE P
TAMPA, FL JJ647
Ph.# 715-781-1622
PROJECT ADDRESS
MELISSA LUBIN
6691 COBBLE BLISS ST
ZEPHYRHILLS, FL
PASCO COUNTY
..........
6' FROM UPRIGHT AND
MAX 24' O.C.
1w,
M
NEW
PAWRS--
114" x 5' IAPCONS-
FRONT WEIV
WN
SCREEN DOOR DETAIL F--
SCALE N. T. & I "/,
11
WADE JxJ Or 4x4 INSERT
ONT. 12' WDE x 12' DEEP
1 114' MIN CON%4NnOAML CONC- F007ER
IMBEDDED _D
WEDDED
W1 (2) /5 CONT. LAP
W
-0, SFUCES Affi. 25' & TIE
12".
W1 WRE- TYP 0 PENAE7V?
POST WM07ER DETAIL
SCALE N.T.S. P 61
SELF -MA 77NG
RECFJVING CHANNEL
WI(2)#?Ox 314'
INTO EACH FACE
—I'x2"O,B.BASEPLATE
4X4=—
Cam. UMN
r
FRONT
WEW
114"0 x 2" — 112
/ MASONRY ANCHOR
I —IF WOOD SUBSTITUTE
f1O x / SMS 6' FROM
7' TOP & 60TTLW 0 24' O.C,
1-1'x2' OPEN SACK
ZL[Z—lL,,2' OPEN BACK
QeEA BACK TO ttQSl
STRUCTURE DETAIL
SCALE N. T S,
'r,.314 INTO
RECEIVNG
CHANNEL (2) 114- DIAM BY
4 112 - 7HRU SOL 75
1 114' O/C
SIDE
WEW
a
NO. OF SCREWS
—4W
PATTERN TO VARY
COLUMN
SCREWS TO MAINTAIN
F2-11
Co
1 114" 01C
I' X 2' BASE PLATE
ANCHORED CONC. BEAM TO 4X4 COLUMN
114- X 2 114- SCALE N. T, S.
--- --- MAX 24'
Moo PSI (MIN)
Mao PSI (MIN)
W/O) 15 CONT
a- X 8- W/ (1) 0 CONT,
CONTINUOUS FOOTING DETAIL
SCALE M I. S
X-100 =};, Wldjll
TRUSS TO GUTTER DETAIL
SCALE N°TS.
SCALE M TS,
0 DONEZED 0 48' OC
18' WDE x 12'DffP
CCWWNV0NAL CaW. FC07ER
W1 (2) #5 CONT LAP
GRAVE
SPLICES Mid. 25" & W
-TER W1 WRE rYP 0 POW&
12
MONOLITHIC CONCRETE
S7EMWALL DETAIL
SCALE N.T.S.
77 114-0 xxx 2 —112
MASONRY ANCHOR
I—F WOOD SUBSTITUTE
#10 x # SMS 6' FROM
TOP & BOT70M 0 24' O.C.
1-1'x2" OPEN BACK
Nil 1-4W" OPEN BACK
QP—EN
URUCMf,—QfjA1L T2
SCALE N, I. S
I 011i A; MiNuis W
SCREEN
FLOOR SYS7E)W
Material 6063-TAlt wflnumii�,—i.ns
Mam Frame
1"x, ' 2x.039vvsll thtcknsss; hollow serrated extrusions
UP TO 56" &OCK SOW WALL
DOOR" WTO 100m�
Push Bar
1" x 3'x .038` wall thickness; with areas at .099V' to add strength for closwe installation
^2o—
0 r
KickBar 1-1/4' x 1" lrulknn —u -r—
Kick Plot. (C.il)
024" P,,ick, Ifs alit Mth vwhite of bronze polypropefene snap In vinyl
-----------
'n 'we, Whyte� bronze, clear anctfized, rvofy, adobe (clay)
Hard bare
Standard hwd—,a, kit,.—ilabl. jr, hit., b--, silver, adobe (clay), .,,,d wary
GRADE
..0z; T.12' WW . 8' DEEP
CONKN77ONAL CONC. FOOTER
W1 (1) A CONT. LAP
SPLICES UK 25' & TIE
W1 W?E TYP 0 POWL-TV?
Available Screen 18/14 Charcoal r gray
A-ilable Z-ba, Half-Z, Full-Z, and F, A-Z Weather St, ip, (Standard with 3 hinges)
No,4-1: 310 x 618 Actual: 35 5/8" x 79-1/2
Standard
N.minai: 2/8 . 6/8 Actual: 3t-5/8' x 79-1/2
12'
STEWWALL
WIF007ER DETAIL
r l Nomin.: 21. A/8 Aotuak "
29-5i8x 79-1/2
SCALE
N. T. S. 2:71
I -
custc unfts are available in sned.1 a[zest
3' HEADER
IOX41 KOH
NEO WASHER
3'COMPOSITE
Jx2
18"
SUPER
17J I VR
—4 IOx314
Sus PER
CONNECTIflON
VAKNEE
WALL DETAIL AT GUTTER
SCALE N. TS.
M
��l
114 x 2 114 rAPCONS
70 MAINTAIN 2' O.C.
FOR STLACC019LCCK
t OR
00 x 2' SCREWS I' O.C.
FOR WOOD
NUMBER OF SCREWS
PAnEAN 70 VARY
SCREW TO MAINTAIN 1-114- CIC
I SCALE N.TS.
I HEREBY CERTIFY THAT I HAVE REKEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WTH
THE 2020 F.B.C. RESIDENTIAL 77H EDITION
C-71
4-
RAM GOEL, P.E.(#47431)
SONEY FM LLC, CAf9746
CORY LAKE PROFESSIONAL CENTER
IOJ29 CROSS CREEK BLVD. STE P A
TAMPA, FL 33647 DE,
Ph.1 715-781-1822