HomeMy WebLinkAbout22-3527666
BGR-003527-2022
Issue Date: 02/10/2022
Plumbing Valuation:
Total Valuation: $30,000.00
Total Fees: $285.00
Amount Paid: $285,00
Date Paid: 2/10/2022 3:04:31PM
MOM
Contractor: GIL STEVE
4
I J
RPINSPECTION 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
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.
I I I 1 11 1 1 1 1 1 F I I I !I
before recording your notice of commencement."
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
"PEIT OFFICE
813-780-0020 City of Zephynhills Permit Application Fax-813a780-0021
Building Department
Date Received I
pees+Name 1 C —1 t L-) e t
Fee Simple' Titleholder >Name
Fee Simplo Titleholder Address
JOB ADDRESS
f
LOT 0
SUBDIVISION
PARCEL ID#
(08TA M D FRO'ld PROPERTY TAX NOTICE)
WORK PROPOSED.
El
!MEW CQNSTR,
INSTALL,
A /ALT
REPAIR
SIGN DEMOLISH
PROPOSED USE
,SFR
COMM
OTHER
PE OpCIDNSTRUCTION
BLOCK-
FRAME
'STEEL .,
DESCRIPTION F WORK
-----------
BUILDING SIZE
a�
Sly FO _ `AGE 1c C»�
HEIGHT / ' s /Z P °
E1iL tNVALUATION OF TOTAL CONSTRUCTION
fl),
ELECTRICAL E
AMP«SERVICE
PLUMBIN
w.. 1
PROGRESS ENERGY. W.R. �X 'tt
E HA ICAL $ f� �q VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY OTHER ,
FINISHED FLOOR ELEVATIONS FLOOD CIE AREA =YES
y
4\
crkl� � ? t,
NO
C L 7�Cp r,i1L ER
SIGNATURE REGrSiERED
Address - License /
Address License
MECHANICAL COMPANY
SIGNATURE'.REGISTERED � Y� t FEE'CURREh
Address License
OTHER COMPANY
SIGNATURE REGISTEREDY f 1�_, FEE-:cuRr3En
Address License#
RESIDENTIAL AitaCh�� ��Plot�F�laRse.;(2a doWof Branding;plans:>,,(I ),setiof,.Energy:For s» «' ,s ormit fbr newp nstrucflon.
Minimum ten (10l working<days aft6r Submittal clato, 'Required ohsite, Corfstructl6n,Plana, tt6rmwiat6t Plans.w/,$Ilt Fence Installed;
Sanitary Facilities 1 dumpsterp Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of, Building Puns plus a Life Safety Page, (1 ) set of Energy .Forms. R-O-W Permit for new construction.
Minimum ten (1) rki g i3ys- ftersub►rtattal date. Required onsite, Construction Plans,,Sto water;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)" t of,' gln rdd','Plans.
****PR TY`SURVI5Yrequlrod for all NEW construction.
Directions:
Fill out application- completely.
Owner S Contractor,. sign back of application, notarized
If over $ 500, a Notice of Commencernent is required. (AIC upgrades over $7500)
** Agent (for thecontractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THECOUNTER PERMITTING (Dopy of, ntract.required)
Reroofs If shingles Sewers Service upgrades A.1 Onces (Plot/Surrvey/Footage)
Driveways -loot over Counter if on public roadways..needs ROW
will be done in compliance with bil applicable laws regulating construction, zoning -and land development. Application is
hereby made to obtain a permit to do work an& Installation as Indicated. I certify that no Work or installation ° has
commenced prior: to issuance ot a permit and that all work will be perforated to meet standards of all laws regulating
construction, County and , ity c dos`zoning regulations, and lend development regulations In `the jurisdiction, I also
certify that I understand that the egul dons of other government agencies may-apply,to:the intended work, and that it is
rosy responsibility to identify what bctions I must take to be in compliance. Such gehdle§ include but are not,limited:toc
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water st at e `Tr tment.
- Southwest Florida eater Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Array Corps of Engineers -Seawalls Docks, Navigable Waterways.
Department of health & Rehabilitative Services/Environmental' Health #gilt -ells, Wastewater Treatment,
Septic Tanks.
US n ironrnental� otection Agency -As estos,abatei ent,. .
m 'Federal °Aviation Auth ority-Ruhways,
I understand that the following r tnptcons apply to the use of fill:
Use of.fil[Is not allowed In Fled Zone 'I " unless -expressly permitted.
® if the fill materlal isl to be used in Flood Zone "A", it is understoodthat a drainage plan addressing a
"compensating=volumle" ill,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 e.,used in. Flood Zone "A" in connection with a permitted building using stem , all
construction, i certlfythtill will e-used only to fill the area within the stern 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,.ofAl. is fend to adversely affect adjacent, rp erti si,the-owner, may becited for violating
the conditions of the; building permit issued under the attached permit application, for lots less than one (1)
acre ich,are, eleuat by fill, an engineered drainage plan is required.
If I am the- ° ' T : , 010NER, I promise -in good faith to'in .prm,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 etoctrical work,
plumbing, signs, wells, .pools, all, conditioning, gas, or other `instailatians riot ,spocificall , included in, the application. A
permit issued shall be construe Jo be a license toproceed-with the work and not as authority to violate, cancel, alter, or
set aside any proVislo6s7of th6`46chnl l lodes, 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'issue shall become invalid
unlessthe. work authorized, by,sp , ermit is commenced within six months of permit Issuance, or if work authorized,, y
the permit is suspended or`abandoned for a period Of six () months after the time the work is commenced, An extension
maybe requested, in writing,, from the Building Officiat or a- Brio : notfto exceed ninety (9 ) days and will demonstrate
justifiable cause for,the extension. If -work ceases for ninety (90) consecutive days, the jab is considered abandoned.
WARNINGg., YOUR 1 - ELT IN
PAYINGI IMPR6VEMENTS
TOYOUR PROPERTY." IF' `U" I ' TO OBTAINFINANCING, CONSULT
OWNER OR AGENT" CONTRACTOR.......
.
Subsoibod and twom to (or affirmed) bftro me this Subsdribod and sworn, tol(or.afti ` a)=before rye this
y by
Who Is/are personally known to me or hasrhave produced Who 0ara personalty known to me or has/have, produced
as Identificaflon, ss Identification.
Notary public Notary Ptiblic
Commission No. Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
NCHOR
')X
MCAT N EOUIPMENT BOX
)NDITIONER
IEAD PO'WFR LINE
%L, T
m
?M1A_'4 COWNY
!I F:wd' ;11" por
r.
public rf�ord,!
1/2 of Tract 91,
-iip 26 Soul,h,
�Ook 1, Page 55'
ithout written
liability to the
q, righLs or
, -ur ey Meets
_v
,ard of Land
thorefore the
hments" have
f—ways and/or
shown,
Plane
oundary of
i grid bearing
,c' z Vertical
rtment of
AM by GFS
.) jurisdiction or
Army Corp, of
(SXFW.M,D)
),C,P,)
FOUND 5/8' IR
"[)C JOHNSON
LB 4514"
ff",l BOUNDARY
OF TRACT 91
(fo'ARING BASIS)
I
IN
I
WIRF FENCt
U 4
rt
GARAGE
(',0NCRFTE
DRIVE WAY
3'32" E 16927'
I—STOR Y
HOUSE
F.F.: 57,25'
4 54
FOUND 5/8" R,
"DC JOHNSON
LB 4514"
/-APPARENT NORTH R/W OF 9th AVEWE
BASED ON FOUND MONUMENTS AND P&SCO
COUNTY PROPERTY APPRAIS'ER WEB -SITE
169.25
y----------
X_
1 FSg' P/W
'oIj, M HOUNDAR YOF TRACT 91
_j
10'-0"
2'-0"
V-6"
ROLL -UP POLL- UP FRAME
DOORDOOR' CUiI
j� jI
SWI:GING
D , OR
1 Y TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND
THESE PLANS PERTAIN COIL I -
CLADDING, AND BASE RAIL ANCHORAGE, OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL,
INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS
ARE THE RESPONSIBILITY OF OTHERS,
2 THIS STRUCTURE IS DESIGNED AS A NON -HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY li CAPABLE OF
SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LINE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY
ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FB,1 APPROVED PRODUCTS
LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE
STRUCTURE. SHALL BE AT THE OWNER'S RISK. CARPOPTS, ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE
RESPONSIBLE FOR STRI,CTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
3- THIS BUILDING IS EXEMPT FROM THE FE3C ENERGY CONSERVATION CODE PER SECTION C101-4.2
4. ALL STEEL TUBING SHALL BE 50 KS1 STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15.
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET --BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE
RESPONSIBILITY OF THE OWNER.
6, ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF -DRILLING SCREWS WITH SEAL WASHERS Xli 6" O,C. MAX,
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF -DRILLING SCREWS.
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSjTE. ALL WELDING DONE IN SHOP BY A CERTIFIED
WELDER.
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH.
10, 14GA, FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
LLU I _LU
SUB -GRADE SOILS_�
-TO BE TERMITE TREATED AND COVERED XVITH 6 MIL VAPOR RETARDANT PER SECTION
P318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION
-BOTTOM 1jF CONCRETE FOOTING SHALL BE MIN"MIUM OF 12 BELOW UNDISTURBED OR
ENGINEERED GRADE
CONCRETE
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
-ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE
DESIGNED TO SLOPE AWAY FROM THE STRUCTURE
REINEQRCING_STEEL (REBAR) REQUIREMENTS:
-MINIMUM GRADE 40 STEEL.
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED;
THE DEBAR IS BENT COLD
THE D1AME7ER OF THE BEND MEASURED ON THE INSIDE DOES NOT -EXCEED
5-BAR DIAMETERS: AND
REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL
CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1"
HORIZONTALLY TO 6" VERTICALLY.
-COVER:
-'" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY
IN CONTACT WITH SOIL OR WEATHER, AND 1�" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF FOR FINE
-
GROUT, AND �' FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL.
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2- FOR MASONRY UNITS WITH FACE EXPOSED TO
EARTH OR WEATHER, AND 112'" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR
WEATHER_
GALVANIZATION-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTfA A 153,
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OF HUT DIPPED GALVANIZED.
& 1 T M� .
X-G,
e, A
-,"jj
I r�
r xV#4AI! l ' SfEl AD. YA- 4 A V 1 V
I -M, V� IA
I %1h, ,,,, 11,q
Pil41
uq 'A
W, l-,
, 1 � , tz
Y n - -VX4j
TyA
2 vD, 2
JY�
-E; Y�
I" x�" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END -WALL POST
2" MIN.--- �- -BASE RAIL
2,500 PSI 4"
SLAB WITH - XEAA, W.W.F.
OR FIBER MESH
(2) #5 REBAR 0 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 500 PSF(-I-YP,) 25" OVERLAP SPLICE
'C'ONCRETE FOUNDATION LLBASE RAIL
AN"H11OR DETAJL
'�_IMJN, 2,500 PSI 4" CONCRETE SLAB WITH 10GA, WXF. (OR
FIBER "MESH; AND 12x12 REINFORCED FOOTED PERIMETER/-12"x12" REINFORCED FOOTED
6'— 0
14'-0"
0
-1
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MATTHEW BALDWIN, PE, ON 1/6/22,
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SPA
AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
CODE VERSION
IFBC 2020 7,h Editior
!ASCE-7-16
MANUFACTURER ---------
_70APPORTS ANYWHERE
BUILDING TYPE
__F_LITYSTRUCTURE
CONSTRUCTION TYPE
11--El
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
U
WIND SPEED
ENCLOSURE
IENCLOSED/PRTLY ENCLOSED
INTERNAL PRESSURE COEFF.
IMPORTANCE FACTOR
11-0
ROOFDEAD LOAD
1 CASE,
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
1 OPSF
FLOOR LIVE LOAD
5OPSF
"R"RATING OF WALLS, FLOOR, ROOF I N/A
MODULES PER BUILDING
HURRICANE PROTECTION USAGE
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
t-1,200 SO -FT.
REVJSIDNS
SIDING
DATE; 12/18/2'
LOCATION
37625 8th Ave, Zephyrhills I
SIZE
+O'L A 30'W X 13"H��
\N T
54603
z
STATE OF 44/
4V
% 0 R 10
A L
Digitally signed
by Matthew
Baldwin
Date: 2022.01.06
15.-54:49
z
Matthew T_ Baldwin P.E.
Florida License #64608
__j
Sheet: CA-1 OF
F 4
MINIMUM 6" TS NIPPLE NIPPLE MINIMUM 6" TO NIPPLE. NIPPLE
SECURED TO WALL POST WITH T SECURED TO WALL POST WITH
(4'# 2-14xi" SELF-DRiLLING 1 A -- (4)#12-14xi" SELF -GRILLING
SCR Wry SCREWS
-T
2" 2" 2" 16 GA. ANGLE CLIP
NIPPLE TO 2"x2%2' 16 CA, ANGLE CLIP EC RED WITH (4) #12-14xi"
TF BASE RAIL NIPPLET SECURED WITH (4) #12-14xZ3" 2"x2%2" IS CIA. ANGLE CLIP SELF -DRILLING SCREINS
BASE RAI
SELF-DPILLING SCREWS
SECURED WITH (4- 1 # 1 2-14xj" SINGLE OR DOUBLE TS
SELF -DRILLING SCREWS HEADER
G-1 1-1,
T
N T E R D11 E D I AT E- P (D')QI TO 1
POST 170 BAS',E RAIL__.
CONNEC] ION
2"x2'x2` 16 GA -
ANGLE CLIP
SECURED WITH (4)
# 12 - l4xj"
SELF -DRILLING
SCREWS
NON---ST RUCTUR,/�'L
-1--3-EADER-OR WINDOW
!NTERK
# 1 2-14xi-
SELF-DRILLING SCREWS
@, 6" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY,/ 3 MAX,
FROM CORNERS
VERTICALLY
EXTERIOR
PO1--T - I
END -1-1 TOBA'SF RAIL
CONNEC-1-ION
--------- - --
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xz3" SELF -DRILLING
,-SCREWS
,-VARIES NIP
I I TO TR
j+STD. MAX. SPACING��
STD. IGAX. SPACING
VA R I E S
1 DEE W A L L R 0 '1- L -- -'UP
DOOR /ER -ICE OWT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
'
87
#14xl-
SELF-DRILLING
SCREWS @ 6" O.C.
MAX- & 6" MAX.
FROMCORNERS
DOOR FRAP,/1E------TO POST I
CONNECTION ROLL -UP DOOR ---T-0
POST CONNECTION
HEADER/BASF PAVOR HEAHR 'C'ONNEI-TION
WINDOW RAIL DETAIL DETAIL OPTION ------ 1-
26 GAUGE ROOF SHEATHING
SECURED WITH (1)#12-14xi"
SELF -DRILLING SCREWS 0
3 '2-1-2-1' (6" O-C- (19" O-C- MAX-)'
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)#12--14xi-
SELF-DRILUNG
SCREWS 7 16 GAUGE FURRiNG CHANNEL
48" O-C, MAX. SECURED WITH
(2)#I2--14x1" SELF -DRILLING
I SCREWS TO EACH RAFTER
POST T,','-)" TRIU-S' CC ��`--JVVAI L/R00F PACE EL ONNECTIO
CONNECTION I VERTICAL-. SHEATHING OPTION
-<TNIPPLE TO
RUSS
1"x2�" 16 Gk
n' U-CHANNEL BRACE, MIN.
24" UP TO 7' POS-1, MIN.
\--48" OVER 7POST, MIN.
45TO MAX- 60' FROM
HORIZ. (EVCLUDE
FND-WALLS), SECURED
WIT'H (4)#12-14x34"
SELF-DRILLING' SCREWS.
-MINIMUM 6" TO NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14qz" SELF -DRILLING
SCREWS
B 0 /X EAVE RAFTER TO
POST CONNEC-110N DETAIL
Enclosed Design Pressures - 140 mph Basic Wind Speed
Zone
Roof Wall
1 2n 2r 2e 3r 3e 4 5
9.6 9.6 9.6 9.6 12.6 12.6 116 15.2
-9.8 -31.0 -31.0 -19.0 -54.2 -45.6 1 -14.1 -19.1
Partially Enclosed Design Pressures - 140 mph Basic Wind Speed
Zone
Roof Wall
I 2n 2r 2e 3r 3e 4 5
21.4 211 22.1 22.1 26.1 26.1 26.1 2&6
-23.2 -44.5 -44.5 -32.5 -67.6 -59.0 -27.5 -32.5
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
12- 14xj- SELF-DPILLING
EWS
SINGLE OR DOUBLETS
HEADER
rd E,1T DEI R C 0 N NECTION DETAIL
OPTION 2
TRUI'SSE-Q RAFTER
CONNECTION DETAIL
APPROVE-D PRODUCTS APPROVAL_ NO.
ROOF SHEATHING Carports Anywhere
FL274021
Hampton Rib RoofPanel
WAI1 SHEATHING(I-AP) Carports Anywhere
Res --Lop WcH Pcnel FL27403.2
FSWINGING DOOR ELIXER DOOR AND VIETAL COMPANYJ FLI, 7996.5
407 STEEL_ DOOR
JANUS INTERNATIONAL CORPORATION1
ROL.L--UP DOOR I L-21 450,10
750- MAX, 10'xl2' i
CODE INFORMATION
CODE VERSION
FEIC 2020 7th Editioi
ASCE-7-16
WANUFACTUREP
CARPORTS ANYWHERE
BUILDING TYPE .
UTILI STRUCTURE
..........
CONSTRUCTION TYPE
11-2
RISK CATEGORY
I
FIRE PROTECTION a
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UT1LI Y, U
WIND SPEED
Vult-1 40mah
ENCLOSURE
ENCLOSED/FIRTLY ENCLOSED
INTERNAL PRESSURE COEFF.
1+/- 0,18/055
IMPORTANCE FACTOR
ROOF DEAD LOAD
11 .0
1OPSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
iOPSF
FLOOR LIVE LOAD 5OPSF - -----
"R"RATING OF WALLS, FLOOR,ROOF N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
REVISIONS
1- 1,200 SQ. FT.
R DESCRIPTON
DATE BY
-1 7LAP SIDING
F
1 1/6/22 1 MTB
MTB
DATE, 12118121
LOCATION, 17625 8th Ave, Zephyrhills
- - - --------
SIZF: 40'L X 30'W A 1 3'H
Cn
Matthew T, Baldwin P.E.
Florida License #64608
PHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY IMATITHEW BALDWIN, PE, ON 1/6/22
,�j LLJ
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHIA Sheet (",A---4 OF 4
L
AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
I - I