HomeMy WebLinkAbout22-3494City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
BAR-003494-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date:
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 m other governmental
entities such as water management, state agencies or federal agencies.
-11—armng-ff owner: 'tol
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
23131���
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PE IT OFFICE
ITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-002 �F *4�v
Building Department
Date Received
Phone Contact for Permitting
a
Owner's Name Owner Phone Number 13ot
Owner's Address
DL)�NQ�a)
Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
I
I
JOB ADDRESS
) kvty- cxdo flnc�4
YDM�
LOT #
[::=
SUBDIVISION ckdo
PARCEL ID#I(-,)E,--aLo-l,-0100-00-100-(DILAO
WORK PROPOSED NEW CONSTRF—]
(OBTAINED
ADD/ALT SIGN
FROM PROPERTY TAX NOTICE)
0 DEMOLISH
INSTALL
REPAIR
PROPOSED USE SFR
COMM OTHER
TYPE OF CONSTRUCTION BLOCK
FRAME STEEL
DESCRIPTION OF WORK
I,ZX��)SS�qb ave(,i
i bQa3 - Yeen evon/1
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BUILDING SIZE
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SQ FOOTAGE
=
HEIGHT
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Ar- W-A WE t x x �E-T t, C,lu XA JLIE k-AL t W--X X W- E t k -T T- ILA WE -W- IL t it WE t t X WE t X -X X t k JE IE t L t IL-4E IL x W- *- x k
MBUILDING
x t It t x x *- k
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VALUATION
OF TOTAL CONSTRUCTION
=ELECTRICAL
=PLUMBING
=MECHANICAL
GAS ROOFING
FINISHED FLOOR ELEVATIONS
AMP SERVICE PROGRESS ENERGY 111N.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
k
SPECIALTY OTHER I C,
FLOOD ZONE AREA =YES NO
BUILDER
COMPANY
f
SIGNATURE
REGISTERED
FEE CURREN Y/N
Address
License # 1CW 0-S-99) 7
ELECTRICIAN
COMPANY
SIGNATURE
REGISTERED
Y/N FEE CURREN
Address
I
License #
I
PLUMBER
COMPANY
L7==
SIGNATURE
REGISTERED
FEE CURREN
Address
License#
MECHANICAL
COMPANY
F-
SIGNATURE
REGISTERED
LILIN FEE CURREN Y/
Address
License #
OTHER
COMPANY
SIGNATURE
REGISTERED
Y/N FEE L _j _Y_LN_j
Address
License #
ICURREN
01:QIr11:KITIA1 A++,-k /0% DIM DI-- 10N -fc DI-- [IN cat of Gnnrn., F7-,—,- Q () AA1 D-4f--, --+—,fl-,
813-780-0028 City 0fZephvrhiUsPermit Application ra»-813-780-0021
Building Department
NOTICE 0`DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may bemore restrictive
than County regulations. The undersigned avnumesmoponaibi|dy 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" ofthis
application for which they will be responsible, If you, as the owner sign as the oontracto,, that may be an indication that he is not properly |ioena*u and is
not entitled topermitting privileges inPasco 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 orfinal
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
topermit issuance inaccordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter T13.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 promiseinqoudmit»touonw,rum/xo^mwner'rr|nrt000mmencomont.
CONTRACTOR'SIOWNER'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 tumeet standards ofall
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 v|other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take toueincompliance. Such agencies include but are not limited to:
- Department ofEnvironmental Protection -Cypress Bayhaada.Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management Dintriot4N*||a, Cypress Bayheodo, Wetland Areas, Altering
Watercourses.
- Army Corps ofEngineers-Seavva||a.Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-VVe||s, Wastewater Treatment,
Septic Tanks.
' USEnvironmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority- Runvvays.
| understand that the following restrictions apply tothe use mfill:
- Use of fill is not allowed in Flood Zone W~ un|*em expressly permitted.
- If the fill material is to be used in Flood Zone 'A", it is understood that m drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by professional engineer
licensed bythe State ofFlorida.
- If the OU nnatehm| in 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, | certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affaoi adjacent pruparties, the owner may be cited for violating
the conditions of the building permit issued under the u8uohad permit application, for lots less than one (1)
acre which are elevated by fill, on engineered drainage plan iarequired.
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.
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affirmed) before me this 1172�7zt Subscribed aQci-s�m to �(or affirmed) before me this
Who is��e s6nally known to me-61-hps/have produced Who is/are',,personally known to me or has7have produced
-id' as identification.
—as entification.
Notary Public - State of Florida
i, Notary Public - State of Florid
Notary Public 1�
MY Comm. Expires Oct 19, 2024
24
or N."' My Comm, Expires Oct 19, 202
miqczinrOWdOd t hrough National Notary Assn, through National Notary Assn.
5-125,00"
>
SITE PLAN
Harold Jackson
7030 Silverado Ranch Blvd,
Zephyrhills, Fl 33541
LOT 15
BLOCK 7
BEARING)
PIP
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19112WJF�* Mrzlsllll�* 0 M.—
NOTICE OF COMMENCEMENT
State of FLORIDA County of Pasco
Property Identification flo: 05-26-21-0100-00700-0140
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in
accordancn with Section 713 of the Florida State -Statute e in
Commencement:
1. Legal Description: Assessed in Section 05, Township 26 South, Range 21 East of Pasco
County, Florida
Street Address: 7030 Sliverado Ranch Boulevard, Zephyrhills, FL 33541
2. General Description of Improvement:
I.Owner Information or Lessee information if the Lessee contracted for the improvem
a) Name and address: Jackson Harold Tlerre jr & Smyrna Darnise
7030 Sliverado Ranch Blvd
Zephyrhills, FL 33541 1
b) Name and address of fee simple titleholder (if other than owner): N/A
c) Interest in property: Owner
4. Contractor: Paul Schaper, 8949 Gall Blvd., Zephyrhills, FL 33541 - Ph: (813) 782-0920, Fax: (813) 7154875
5. Surety: N/A
6, Lender: Name/Address: N/A
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may
be served as provided by Section 713.13(1 XaX7), Florida Statutes:
a) Name and address: N/A
b) Telephone No.: — Fax No.
(Opt)-
8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713.13(1)(b), Florida Statutes:
Paul Schaper, 8949 Gall Blvd, Zephyrhills, FL 33541 - Ph: (813) 792-0920 - Fax: (813) 7154875
9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a
different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING "VICE FOR IMPROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO
Sflina,—iureo—f(l)%Vn--c--t-o—rOwner sAut dO icerlDli, /Pilftq/Manager
44A.0 L-TD 5 vo L -:ng�tkgr cy
Print Name
T foregoi g . nstrument was acknowled e before me this z� ?) day of I 0-11 - - - - L, � as type of at Ni6tity, e.g. officer, trustee,
attorney in fact) for (name of party on behalf of whom instrument
was executed).
Personally Known OR Produced Identification -K� Notary Ngnature
Type of Identification Pro
lilt
State Of Florkla, Gnc,,,,nty Of Pamco
This isto cer�ify Hi"ki tile , I R is 3
true, and ,..one,,� cupy of the, d,0cunlemt
on file or of public recwd In of"'IC(I
"I ies iy hand an 'uai soal tlms
Jay of
Nikki Alva rez-Sowles & Cw -iptrode,,
i", , 7
Depuh Cllert,(
The Florida Building 2020 Code 7th Edition.
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
AA ASM 35 on Specifications for Aluminum Structures,
Part I -A and 1-8 of the Aluminum Design Manual
prepared by The Aluminum Association, Inc, Washington,
D.C.,2020 Edition
ASCE 7-16.
Building Occupancy Category, Paragraph 1604.5 and
Table 1604.5: Category I .
Basic Wind Speed Table, Table 1609 State of Florida
Debris Region & Basic Wind Speed, Paragraph 1609.3
and Table 1609.31 Equivalent Basic Wind Speed.-140MPH
V-ultimate Exposure Category, Paragraph 1609,4.3.- C
Building Category for Aluminum Structures, Paragraph
2002.6: Building Cate�1.
� following specifications are applicable to this project:
Aluminum extrusions shall be 6005 IS Alloy
Fasteners are required to be SAE Grade 2 or better
zinc plated.
#10 screws 6" from ends and 24" center to center.
Door location shall be determined by contractor in the
field.
WIND ZONE FOR MANSARD BEAMS @ 140mph VULT
VULT - (Ultimate Design Wind Speed)
Sel/Moting Beam sI Gouge Span SupportSpocing
2X40,O)
0.044
Up to 14'-B"
Up to 8'
2X5(SMB)
0.050
Up to 18'-2"
Up to 8'
2X6(SMB)
0,060
Up to 25'-4"
Up to 8'
2X7(smg)
0.060
Up to 28-4"
Up to 8'
2X-8(sve)
00-80
—U , p to 35'-6",
Up to 8'
2X9(s,va)
0.080
Up to 39'-4"
Do to 8,
WIND ZONE FOR METAL COLUMNS @ 140mph VULT
-VULT - (Ultimate Design Wind Speed)
SelfMotinglHollow Gouge
Column Height Range
2X4
0,050
Up to 10'-4"
2X5
0.050
Up to 12'-8"
2X6(9v&)
0.055
Up to 16'-5"
2X7(SA16)
0.062
Up to
F-4
L8'-6"--i
M
2x4
8'- 6
I Z
2x2 i
—8 - ------
2x2
6'- 10"
2x4
i 2x2—j
SHALL COMPLY WITH PREVI-
ODES FLORIDA BUILDING CODE,
8'- 6 ioNAL ELECTRIC COME,
ND THE CITY OF ZEPH` RHiLLS
ORDINANCES
2X&Suft) 0.072
Up to
AGo
LICENSE
No 4743
Ra o
rT�"G
WIND ZONE FOR PURLINS AND RAILS
A4 STATE OF
AT
FLORIDA Z"
_q_1�4��
VULT - (Ultimate Design Wind Speed)
Hollow Sections Gouge Span
AL
2X2 0.044 Up to 0
CONTRACTOR
PROJECT ADDRESS
�7'-1
2X3 0.045 Up to 9'-1
q
RAM A GOEL, P.E.(#47431)
CORY LAKE PROFESSIONAL CENTER
This item has be,, electronically signed and
sealed by Rom Goal using a Digital
2X4 0.050 up t 10'-4"
-6-05-0 --6P
—12'-8-
SCHAPER CONSTRUCTION INC.
8949 GALL BLVD
10329 CROSS CREEK BLVD STE P
MORRIS
Signature and date. Printed copies of this
2X5— to
ZEPHYRHILLS, FL
TAMPA, FL J3647
7941 BROAD POINT DR
document are not considered signed and
CB- 059817
11
PH# 715- 781-7822
ZEPHYRHILLS, FL 3J541
sealed and signature must be verified on any
I i I
electronic copies
REVIEW DATE FEB 012022
CITY OF
PLAN EXAMINER
I HEREBY CERTIFY THAT / HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
CHAPTER J, SECTION R301.2.1 OF THE
F.B.C. 2020 RESIDENTIAL 7th EDITION
RAM A. GOEL, P-E(#4743I)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
I0329 CROSS CREEK BLVD. STE P
TAMPA- FI 33647
FA7-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING (SMB)
2X2:2"X2"X0.044"
2X4 SMB:
2 "X4 "XO. 044 "XO. 100 "
2X3.- 2 "X3 "XO, 050 "
2X5 SMB:
2 7X5 "XO. 050 "XO. 7 00 "
2X4:2"X4"X0.050"
2X6 SMB.'
2 "X6 "XO, 055 "XO. 120"
2X5:27X57XO,050"
2X7 SMB:
2 "X7 "XO. 05 7X0. 120 "
2X8 SMB:
2 7X8 "XO, 0 72 "XO. 124
OPEN BACK SECTIONS
2X9 SMB:
27XI0"X0.092"X0.398
IX2: 1: X2"X0. 040"
1 XJ.- I "X2 "XO, 045
SNAP SECTIONS
2X2 Snap: 2"x2"x0.045"
2x3 Snap: 2"x3"xO.050
2x4 Snap: 2"x4"x0.045"
WIND PRESSURES -
FROM TABLE 2002.4 FEC
HORIZONTAL (WINDWARD)
2 7PSF
HORIZONTAL (LEEWARD)
21PSF
VERTICAL (SCREEN SURFACE)
8PSF
VERTICAL (SOLID SURFACE)
23PSF
S.S. CABLE
4' SLAB MIN-
GUSSET DIMENSIONS 1/8-
6 X 6 22 - 1 10 x3/4
6 X 4\
EXTERNAL -INTERNAL GUSSET DETAIL
SCALE N, I. S.
714"0 x 2' -112
MASONRY ANCHOR
IF WOOD SUBST77WE
1—flo X # SMS 6' FROM
TOP & BOTTOM 0 24' O.C.
—I"x2' OPEN BACK
'x2" OPEN BACK
OPEN BACK TO HOST
STRUCTURE DETAIL
L—
SCALE N.T.S. lal
(2) 114 X 2 114' TAPCONS
-,W,5W00 PSI CONC
7W'd OR F78ERMESH
CABLE CONNECTIONS AT FOUNDATION
SCALE N. T.S.
5
(3) 12X4 - S AL S. PATH
I0X3, SM.S TNPu
WASHER, PER PANEL
FASCIA INTO
COMPOSITE
RAFTER TAILS
r444,6— 24- ON CENTER
ROOF PANELS
r
-.4 ;OX314, S.M.S.
0' on center top and bottom
coLUMN
COMPOSITE ROOF HEADER TO FASCIA `ATTACHMENT
AND COMPOSITE ROOF -MLOAD-BEARING WALL
BEAM SIZE x 4' GUSSET 118" THICK
#10 , 314' TEK
0 2' O.C.
OVERLAP SPICE DETAIL
SCALE N. 7. S. 070
RECEIVING CHANNEL
W1 2 #IOX314- INTO BEAM
EACH FACE & (3)
#I0X314- INTO BEAM
PURLIN OR GIRT TO BEAM OR POSTDETAIL
SCALE N. T. S.
FL. PRODUCT APPROVAL FL756J-R5 EXP. 1213IZ20231 -1 1 If
SCALE N. T. S, LLr—Ljj PROJECT ADDRESS
RAM A. GOEL, P.E.(#4743I) MORRIS
CONTRACTOR CORY LAKE PROFESSIONAL CENTER 7941 BROAD POINT DR
SCHAPER CONSTRUCTION INC IO329 CROSS CREEK BLVD STE P ZEPHYRHILLS, FL 33541
8949 GALL BLVD TAMPA, FL 33647
ZEPHYRHILLS, H. 33541 PH# 715- 781-1822
,-P-nc;QP17 I I
BEAM
om
RECE70NO CHANNEL
W12 #IOX314, INTO
GIRT EACH SIDE & (3) —V
#I CX314- INTO 2 X 3 SELF -MATING BEAM -NOTCH
FOR UPRIGHT
.1MIM,314' O.C. #I0X314'
UPRIGHT TO BEAM COtdNECTJaN DETAIL
SCALE N. T. S. 21
X 2"
24® O.G.
(2)-#10' X 2' SCREWS—
THRU EXTRUSION
2" WIDE EXTRUDED
CUTTER BRACE AT
EACH BEAN
WI(2)- 0 X 314
DUMBER OF SCREWS
#IOXJ14' INTO PATTERN TO VARY
SCREWS TO MAINTAIN 1-114- C/C
RECEIWNG CHANNEL
GUTTER BRACE & MATING ELEMENT A TTA CHMEN T C
SCALE N. T. S.
2-X@-XII8- ANGLE W1
(2)-#10 x 314' EACH FACE
Req. far Each Load Rearing
PostConnection
MIN 4" SLAB 2500 PSI
CONC �FEPMESH
SIDE VIEW
SELF-MARMG
RECEIVING CHANNEL
WI(2)#10x 314'
INTO EACH FACE
—I' x 2" O.BBASE PLATE
L 24 T, e 4 1 1' X 2- BASE PLATE
O.C. MAX ANCHORED CONC.
114- X 2 114- TAPCON'_
MAX 24'
FRONT VIEW
2' X 4" OR LARGER UPRIGHT TO , DETAILS
SCALE N. T. S.
PURLIN
2X3
RECEIVING CHANNEL
W/2 #I0X314- INTO
GIRT EACH SIDE & (3) UPRIGHT
#IOX314- INTO 2 X 3
SLOPED PURLIN.- CONNECTION DETAIL
SCALE N, T. S. F3
'X 2'
24- O.C.
(2)-JI0- X 2- SCREWS—
THRU EXTRUSION
2" WDE EXTRUDED
GUTTER BRACE AT
EACH BEAM
WI(2)-O X 3/4'-
'J ---NUMBER OF SCREWS
PATTERN TO VARY
#10X_'14' INTOSCREWS TO MAINTAIN 1-114- CIC
RECEIVING CHANNEL
GUTTER BRACE & ANGLED FASCIA BOARD
ATTACHMENT DETAIL
SCALE AL T.S. 77
This item has been electronically signed and
sealed by Ram Goal using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE &V ..
THE FBC 2020 RESIDENTIAL 7th EDI T4d!' .
No '4743
Rarn,G041 =G%'-G X,
-------------- —
ova wed
RAM A. GOEL, P.E.(#474,31 STATE OF
'
SONEY FM LLC, CAf9746 F'-''-JD
CORY LAKE PROFESSIONAL
10329 CROSS CREEK BLVD, STt'ff lilt
TAMPA, FL 33647 2
3 1/8-XI 112- X 1/8-
BASE WI(2) 113- DIAM.
JXj' or 4x4"
COLUMN TAPCONS OR EOUIV.
�4/jOST W (2) 114- DIAM.
3 112- THRU BOLTS FOR JXJ
& OR 4 112" THRU BOLTS FOR
_j (1 L_' _'_1 I
ixi dR 4X4 COLUMN TO PAVER OR PATIO A TTA CHMEN T
SCALE N. T S. F1
POST
Jx3 INSERT
GRADE
1 114- _I. 12' WDE , 12' DEEP
.E1
CONIEN770NAL GONG F007ER
- I I
W/ (2) 15 CONT LA
12- SPLJCEIS MIN. 77E
W/ WBE TYp a PERIMETER
12"
POST
SCALE N.T.S.
CONTRACTOR
SCHAPER CON57RUCT70N INC.
8949 GALL BLVD
ZEPHYRHILLS, FL 33541
CB— 059817
RAM A. GOEL, P.E.(#474JI)
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD STE P
TAMPA, FL 33647
PH# 715— 781-1822
PROJECT ADDRESS
MORRIS
7941 BROAD POINT OR
ZEPHYRHILLS; FL 33541
(2) 114- DIAM. BY 3 112- THRU BOLTS
IOX314- SKS 10-
GO. INTO GUTTER
ALSO INTO
CARRY BEAM
* OF SCREWS
PATTERN TO VARY
SCREWS TO MAINTAIN
rNO.
1 114' C/C
COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO
BEAM
gw_ylw�pm
.045 RECEAING CHANNEL
W12 f1O SMS TOP & BOTTOM
- — — . -1 -1
SCALE N. TS.
I
WALL : EITHER STUCCO/BLOCK
OR WOODFRAME
114 x 2 114 TAPCONS
TO MAINTAIN Z O.C.
FOR STUCCOI&LCCK
OR
#10 , 2' SCREWS I' O.C.
FOR WOOD
NUMBER OF SCREWS
f1oX314, INTO PATTERN TO VARY
RECEIVING CHA SCREWS TO MAINTAIN 1-114- G/C
HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL
(3) IOX.5/4- siv.s.
iOX3' S.M.S. TFRU PER PAN
FASCIA INTO A A
So INTO
RAFTER TAILS ROOF PANELS'
N 24' OWN CENTER
IOX314- sw.a
3 PER PAN COLUMN
PAN ROOF HEADER TO FASCIA ATTACHMENT
AND PAN ROOF TO LOAD —BEARING WALL
SCALE N. T.S.
3' HEADER
1014 ' WITH
NEG WASHER
"COMPOSI TE
18"
'x2
G.C.
SUPER
GUTTERt, _4 10x314
SMS PER
CONNECT77ON
KNEE WALL DETAIL AT GUTTER
SCALE M TS
-�#10x314 INTO
RECE111116
JXJ" OR
CHANNEL
4X4
COLUMN
I 114' O/C
FRONT
1
(2) 114- DIAM, BY
VqEW
4 112 THRU BOLTS
SIDE
VIEW
OF SCREWS
OF
3x3, OR
4X4'
41
1
.FAT7ERN TO VARY
SCREWS TO MAINTAIN
COLUMN
CNO.
1 114'� GIG
BEAM TO JXJ OR 4X4 COLUMN
SCALE N.T.S.
3000 PSI (MIN)
3000 Psi (MIN)
W/0) 1045 CONT
8- A 8- W1 (1) f5 CONT.
: klSP
CONTINUOUS FOOTING DETAIL
SCALE N' T 51
F2 I
2X8
8 - X01.114- ON EA SLE
OF RECOWNG CHANNEL
TRUSS TO GUTTER DETAIL
SCALE N T.S.
2-WX118- ANGLE W1
(2)-PO x 314' EACH FACE
SELF -MATING
Req. forEach Load 811N19-_
Pm C_N_
RECDWNG CHANNEL
W1(2)j10. 314"
INTO EACH FACE
A41N 4" SLAB 2500 PSI
GONG wIRBERMESH
1' x 2' OB.BASE PLATE
PAVERS —
SIDE VIEW
CC. MAX
PAVERS—
114' z 5" TAPCONS-
1' X 2' BASE PLATE
ANCHORED CONO
114x 2 114,
TAPCONS MAX 24'
FRONT VIEW
2" X 4" OR LARGER UPRIGHT TO
DECK WIPAVERS DETAILS
SCALE N. T. S,
L_
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AND FOUND IT TO BE IN COMPLIANCE
THE FBC 2020 RESIDEN77AL 7th ED170WN&X-_Gs
P$Od 4743
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