HomeMy WebLinkAbout22-3484mw!111
.10 ,—
5335 Eighth Street
Zephyrhills, FL 33542
i*'hone: (813) 780-0020
Fax: (813) 780-0021
77 � 777
BAR-003484-2022
Issue Date: 02/28/2022
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.
111171 IIRIKII Wil 1!1111 EEZI=11=110
I
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 OFFICEC)
THOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application
uilding Department
g.G
Date Received ' J
-" Pe
p t Contact
rmttti
Owner's Name - In
Owner's Address I J � I C) Afit i \/\IC ) C, )
Fee Simple Titleholder Name y _6
Fee Simple Titleholder Address
SUBDIVISION
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK
•
•
Fax-813-780-0021
LOT # C:=
i PARCEL ID# µ , )(000C) 0
(OBTAINED FROM PROPERTY TAX NOTICE)
NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
SFR 0 COMM OTHER
BLOCK E:] FRAME STEEL
BUILDING SIZE I SQ FOOTAGE HEIGHT
XBUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGR SS ENERGY W.R.E. .
=PLUMBING $
=MECHANICAL $ VALUATION OF
FINISHED FLGAS ROOFING
FLOOR ELEVATIONS ..
SPECIALTY t
FLOOD ZONE
INSTALLATION° r
OTHER,
YES NO
CURREN
License #
ELECTRICIAN --�� COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN ( Y / N �-
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y I N FEE CURREN Y J N
Address I License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y (N FEE CURREN
Address I License #
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y % N
Address License #
��;F1I:II�>����1I����1I��IItIit111tf�
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 $2500, a Notice of Commencement is required. (AIC 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 AIC Fences (PlotlSurvey/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 —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 faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'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 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 "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 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 fine 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
Subscribed and swom to (or affirmed) 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 stamped
Subscribed and swo4t(V(o ffid)
by
mtr n
Who is/are personally lmown to me or
Notary Public
Commissi Nq
Commission # CG 276457
Name of
Bunded Thru Troy Fain Itisurtince 800a385-70119
INSTR#2021251883OR BK PG1472 Page 1 of 1
11/22/2021 11:57 AM Rcpt: 2381558 Rec: 10.00 IDS: 0.00 IT:
0.00
Nik_tAvezSowls, Esq., Pp,co County Clerk Comptroller
Thisspace far use by Clerk of the Cuiait Coui only,'
l� O 1�E C ;' .,."ONCE
PermitNumberi, ...- .
Tax Er lio No. Q4-26=21-0120-0000"740: i s
The undersigned. hereby gives" ee th9t unproveirtentswW1be inside t® cortaiq,ret9l"11 propertvend in accordance svitli section 711.13 of the
Florld i siatutes the following'.'inforiphflan is provided. in the NOTICE OF COMMNCEWNT.
1. Legal Descngtiatx of progeny {street address' ): 247 S ` DF W
2. General dcscrigtian of iistgmnteuts: vtCON RATE F OTER,S SCREEN ENCLOSURE
3a. Owner Name. ti Mi EL'DA ` S .:. "
Owner Address: 6247`BOF2D OCID. D ' VEZEPHY tG L ' 2
34. Owner's interest1'-1n site OWNER "
3c. Fee Simphe Title hoidei (of other than owner} ni/A "
Address:
,
4. Contracto'rNarne:.AFFORDABLE RESCREENING LLG '
Ad". 3100 N 50TH ST-UNiT 1G TAIVIPA FL 33619 Phsxner 8137161369
5. Surety Name Amount'of bond:
Address:.
6. ;:ender Name. N/A Contort:
Rdiiress: Phanc
7. Person within the State of Florida deszgnsted by owner upon whoin notices or other documents maybe served a§ prtavided by
Section 713.13(1)(a)7, Florida"Statutes. _
Name: NIA Address:
Phone Namher
S. In addition to himself Owner designates the foitowizig Berson to rrxeivo a cogy of dio Licnor s Nance as grovided iiz Section
f
713.13(1)(b), Florida- statutes .
Name: N/A Address:
Phone Number. "a
,
9. F.xgimtion,date of Notice of Cominencememt (expiration date is one (1) year from date of recording unless a different date is
specified}. 1 YEAR
n
WARNING TO OWNER: ANY FAY2Ytf.":VTS MADE BY THE OWNERAFM THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED iMPROFER FA f& iJNDER CitAPTFR 713; PART t,,SECTtON'II313, J"RIDA STATUITF.S, AND RESULT IN YOUR
PAYING T11_11WICE 1+6 i IiOvTMENT§ TO YOUR;PROPEltM A NOTICE OF COMMENCTSI4IF VT MUST BE RECORDED AND-POSTFD ON1. THE
�
JOB SITE BEFORE TtlE FIRST INS , _. ON. 'IF YOU' .. � i6 of TAIIV FDdAN6NG CONSULT WITH YOUR I;:ENDER OiB�AN ATTORNEY -
.
- BEFORE CO N CI1NG WORK OR'RECORDING -YOUR NOTICE OF CO NC
Angei l., Mandozac
ca'a
NOTARY PUBLIC
E
caSigiature
STATE OF FLORIDA of Owner ar I essec; or Owner's ar s AuOffauerll?irector/Pca
$E1
C 33 7
EExpir 5/26/1023 OWNER
W
`o
Signatory's Title/Office
- 0
STATE t3F FLQRIiIA
C 9 wo +ri
COUP. pF H
LSBOROUGH ,.
z 0 z '
The foregoing instawuent was acknowiedge before me this day of 20..
,t - In
� t
by Q 1!;i 3 .�-t m o sv; L , , as for
016 �
Personally Known' OR Produced l'dentiRcatron
Type of Identification Produced Y t A. 13
0
re - Notary`Fubfic
Under penalties of perjury, I declare that I hav6sead the foregoing and that the facts stated in it are true to the best of my knowledge and belief.
PLOT PLAN
DESCRIPTICIN:(AS FURNISHED)
LOT 74, OAKS OF PASCO
AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA,
ON LOT CALCULATIONS
LOT
= 6,319
SQ. FT.
LIVING AREA
= 1,662
SO. FT.
GARAGE
= 463
SQ. FT.
ENTRY
= 25
SQ. FT.
LANAI
= 117
SQ. FT.
PATIO
= 0
SQ. FT.
DRIVEWAY
= 417
SQ. FT,
A/C PAD
= 9
SQ. FT.
WALKWAY
= 35
SQ. FT.
IMPERVIOUS
= 43%
= 2728
SQ. FT.
SOD
= 31591
SQ. FT.
OFF LOT CALCULATIONS
RIGHT OF WAY
= 477
SO. FT.
DRIVE APRON
= 57
SQ, FT.
PUBLIC S/W
= 298
SQ. F1
SOD
= 122
SQ. FT.
TOTALS
AREA
= 6,796
SO. FT.
DRIVEWAY
= 474
SQ. FT.
SIDEWALK
= 333
SO. FT,
SOD
= 3,713
SO. FT.
I
PREPARED FOR:
P4114 1 te
BUILDING SETBACKS
FRONT- 20'
REAR: lo'
SIDE: 5'
SIDE STREET. 15'
`414 JV
I
NOTES:
t PROPOSED ELEVA71ONS SHOWN HEREON ARE BASED
ON THE APPROVED ENGINEERING PLANS PREPARED
BY CORNELISON ENGINEERING & DESIGN INC.
2, ELEVATIONS ARE BASED ON NAVID 1988
DATUM.
3. FOR ALL LOTS WHERE SIDE -YARD
SETBACKS ARE LESS THAN 7.50 FEET, A
MINIMUM 5.00 FOOT WIDE DRAINAGE AND
ACCESS EASEMENT IS REQUIRED PER PASCO
COUNTY LAND DEVELOPMENT CODE.
1" = 30'
0 15 30
PTO
91
ffill"m ggo",
QP_
$4'
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
PROPOSED ELEVATION
PROPOSED DRAINAGE FLOW
CONCRETE
A/C
AIR CONDITIONER
.00,
IQ
a
C)
PRO 'k:
�,W 7'
PI
POINT OF INTERSECTION
PC
POINT OF CURVATURE
PT
POINT OF TANGENCY
RP
RADIUS POINT
PRC
POINT OF REVERSE CURVATURE
PCP
PERMANENT CONTROL POINT
TYP
TYPICAL
CS
CONCRETE SLAB
(P)
PER PLAT
(C
CALCULATED
PLAT BOOK
PGS
PAGES
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
S. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE I,- ASTM C 150).
AGGREGATES - 46 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4",
AIR ENTRAINING = /- 1 % - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGIIT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO TILE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FZORIDA BUILDING CODF 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER,
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
7. I "X2' X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
I. ALL, LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
EQUAL.
4- ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G-.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL L,AG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE 45 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL, BE 1/2"
UNLESS NOTED OTHER WISE.
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART 1-A & I-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A 185
FLORIDA BUILDING CODE 7THEDIZION (CHAPTERS 16, 20 & 23).
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALI. THOSE USED ON THESE DRAWINGS. BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP - TYPICAL.
2_ SIM - SIMILAR
3. UON --UNLESS OTHERWISE NOTED
4, CONT -- CONTINUOUS
5, VIE -- VERIFY INFIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A.
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7THEDITION R 4501.17 IN
ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
MINIMUM 3000 PSI GROUT.
i. SCREENING MATERIAL SHALL BE 18X14X0,013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S 2.
DESIGN DATA:
L ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF: 6 PSF
SCREEN WALLS: 23 PSF
SOLID ROOF (SCREEN WALL): N/A
ENGINtM l? l ECbRD:
David W. Smith P.E.
FLORIDA LICENSE:
Thomas L. Hanson P.E
h
130 MPH
1 L
101 MPH
FLORIDA LICENSE: 38654
R
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X 14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
300 1b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200IF. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSI' VERTICAL DOWNLOAD ON SOLID ROOF.
8. PROPOSED I"X8" W/ (1) # 5 REBAR W/ 25" OVERLAP ON 3" CHAIRS W/ 4" MONOLITHIC
SLAB W/ FIBER -MESH FILLED W/ 3000 PSI SHALL BE ADEQUATE TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: HIPPED GABLE
10. SOLID ROOF"TYPE� N/A
a -
HOLLOW SECTIONS
2 x 2: -- --------------------------------2" x 2" x 0,044„
2 x 3: --- -------------------------------2" x 3" x 0.050„
2 x 4:-------- -----------------------------2" x 4" x 0.050"
2 x 5:--------------------------------------2" x 5" x 0.050"
3 x 3:---------------------------------------3" x 3" x 0.125"
OPEN BACK SECTIONS
1 x 2:------------------------------ 1" x 2" x 0.040"
1 x 3: ------------------------------1" x 3" x 0.045"
NNIATIONYGIMN
2 x 2 SMS:-----
-----------------------2" x 2" x 0,045"
2 x 3 SMS:
-----------------------------2" x 3" x 0.072"
2 x 4 SMS:-----------------------------
2" x 4" x 0.045"
3 x 3 SMS:
----------------------------- 3" x 3" x 0.090"
s
2 x 4 SMI3:----------------------
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:
-------------------- 2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0.120"
2 x 8 SMB:-----
---------------- 2" x 8" x 0.072" x 0.224"
2 x 9 SMB:----------------------
2" x 9" x 0.072" x 0,224"
2 x 10 SMB:-------------------
2" x 10" x 0.092" x 0.374"
TUBE SECTIONS
2 x 2:---------------------------------------2" x 2" x 0.090„
INDEX:
S-1 GENERAL MOTES
S-2 DRAWING
S-3 DETAILS
S-4 DETAILS
o �IT
Ul 4 tiIFF
r >S
v
s V_,5
C 1 T I%Yl ,,
f
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FPE Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephgrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.429054
DATE: 11/02/2021
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
•b' 211102031
PROJECTCD s
RAVIS
•
NOTES
1x2
X
2x5
2 x 2
X
1x2
- - - - - - - - - - - - - - ----
IN
PROPOSED 8"X 8" W/
(1) #5 REBAR
FOOTING W/ 4"
MONOLITHIC SLAB
L A
40
P 6 %
10
Nos 70667
•
STATE OF •
:Z
0
Q.•
OD X
PROF SS I ER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
oel Falardeau P.E.
LORIDA LICENSE: 70667
Erik Stuart P.E.
OD FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
K 6272 Abbott Station Dr. Unit 101
0 Zephyrhills, FL 33542
1 Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www,fbcp1ans.com
0 C.O.A.429054
DATE: 11/02/2021
DRAWN BY: ST
REVISION: DATE:
RO 1
DOOR LOCATION MAY BE DETERMINED
FE (TYP) IN THE FIELD BY THE CONTRACTOR.
RO 2
RO 3
R04
Job# 211102031
PROJECT ADDRESS:
DAVIS
1247 BRADFORD WOODSDA
CEPHYRHILLS, FL 33542
:ONTRACTOR:
PURLIN L
] $" 1I GA. ALUMINUM �Ogi0*0�
2" x_PURLINS (SEE S-2 FOR ( ) OPTION #2 O�
SIZEAT'1ACHEDTOSEAM GUSSETPLATE(2XHEIGHT) UPRIGHT WEB LAPPED OVER PURLIN W�� \
W/ (4) #1OX3/4" SMS EACH SIDE
OPTIONAL w/M1N (4) #10 x 1 �" SMS 'N. B #12 SMS
NOTE: 2"x3" SPECIAL MAYBE USED IN LIEU ( � �
OF 2"x2' W 1"x2" COMBO ^� O 0 O
O 0
2" x 2" x0.045" SAVE RAIL MEMBER
(UNLESS OTHERWISE NOTED ON OO
=ZX4M ONLY RE UIRHS 4" -z)ATTACHED To Puru,IN w/ (2I Z-BRACKEP0211' Q N ® , #1oX4"SMSTxeuSCREWBOSS ^ " ' 'CKET W/ (2) 1/4" ® ! 1 X2"XO.O45" OPEN BACK
O O $ NOfCH POST
S", 7", OR 9"X 6" WIDTH X 0.250" ATTACHED TO PURLIN W 2
EXTRUDED GUTTER BRACKET @ #10X1-1/2" SMS INTO
(4) 1/4" LAG SCREWS @ 1-1/2" N O e s e
EA. BEAM W/ (4) #12 X 3/4" BOSS
SCREW �?
SPACING @ EA. GUTTER BRACKET cross��
SMS INTO GUTTER LIP `.
& (1) @ 12" O.C. MAX- MIN EMBEDMENT rxz'Xo.04s OPEN aACK,
SHALL BE 2' ATTACHED E z xz xo 045" elcxr PROF dr t I 1 SEAL
E#1 MILM£MBEA
PRE -FRB ONLY �y4 � #10X1-1/Z SMS
BACK W/ x00452 x' zjz A ti N �z @121,OC ENGINEER OF RECORD:
�— @BEAM&ATGUTTER 53 E�Ag1�$� David W. Smith P.E.
PURLIN ATTACHED TO SAVE RAIL.
MAY USE zxz IN LIEU of W/2'x2"x0.12S" INTERNAL FLORIDA LICENSE: 53608
1X2, USE #1OX2-1/2" '� RECEIVING CHANNEL OR
TEKS, SAME PATTERN �',�' 1�� EXTERNAL 0.125" ANGLE CLIP ATTACHED 'T�h�yyy T Hanson
�*�y� 7i E
APPLIES V W/{3) #12x3/4" SMS EA. LEG Thomas L. 1 1 11,3 Al S-
NOTES: FLORIDA LICENSE• 38654
00
BEAM O O
00
0
\ 0
2" x2" x 1/8" XALUMINUM
THE HOST STRUCTURE SHALL
ANGLE w/ (4) #12 x 3/4"
HAVE AT LEAST A 2"X4"
IVERIFY
SMS INTO BEAM ON EA SIDE
FASCIA AND ROOF TRUSS
EA. LEG
SYSTEM. CONTRACTOR SHALL.
THIS AND IF
2"X2"XO.062"RECEIVING
(4) 412 x 3/4" SMS SMALLER -CONTRACTOR
CHANNEL W/ (2) #10X 3/4"
INTO GUTTER EA SIDE SHALL BRING STRUCTURE UP
EA SIDE TO COVER EXPOSED
TO A 2"X4" FASCIA AND
BEAM
ENSURE LESS THAN A 2'-0
OVERHANG.
.+MED.MMMMMMMM
®
1. "N" NUMBER OF SCREWS IN ANY
2"x3" FACE RAIL
DIRECTION. �
1-1/z'x6'x0.125"BAR
Zxkl OPTION #1
Lriyj'0n Max Neal P.E.
Myron
2, TOTAL NUMBER OF SCREWS PER
w/ 6 #12x3/41' SMS
JOINT EQUALS 4 TIMES "B" I
39 SAVE
FLORIDA LICENSE: 86663
3. PLATE WIDTH SHALL BE
POST
PURLIN
�� a�ard�a3 P.E.
DETERMINED FROM ANGLE OF j
FASTEN RECEIVING CHANNEL
ILORIDA
BEAM AND MIN. SPACE REQUIRED. j
TO BOTTOM OF SAVE RAG-
0 O 01. 0060' RECEIVING CHANNEL.
LICENSE: 70667
W/(4) #12x3/4" SMS
(1 x2" x POST SITE)
4. GUSSET PLATES EXTERNAL.
ATTACHED TO POST
1>
S. INTERNAL SCREWS FOR PURLIN
W/(3) #120/4" SMS EA. SIDE
StuartT
Erik StP.E.
CONNECTION MAY BE INCLUDED IN
-OR-
`x2'k0125"
FLORIDA LICENSE: 77605
OF SCREWS.
ALUMINUM UPRIGHT
2 ALUMINUM ANGLE
TOTAL NUMBER
TOTAL
BOTH SIDES OF POST ATTACHED
6. GABLE SPLICE WILL HAVE THE
w/(s) #12x3/4"SMS EACH LOG.
SAME PATTERN.
FBC Plans & Engineering
l
A GUTTER BRACKET & BEAM ATTACHMENT DETAIL
6272 Abbott Station Dr. Unit 101
S_3 N.T.S.
B #12 SMS BEAM SPLICE GUSSET DETAIL.
S-3
C
Zephyrhilis, FL 33542
SCALE: SITS
SLOPED OR FLAT PURLIN UPRIGHT
LAP DETAIL
S-3 SCALE:NTS
r
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
-- — -------.---- -- --
Website-www.fbcplans.com
BEAM SCREWS
°
EDGE MEMBER
CO,A.-#29054
2X 4° SMB 6
OR PURLIN
2" X 5 SMS 6
2 #IOX4" SMS INTO SCREW
()
2" X 6 "SMB 8
BOSSES FOR EDGE MEMBERS
2" X 7" SMB $
— — —
DATE: 11/02/2021
2" X 8" SMB 10
2"X9"SMB 10
DRAWN BY: ST
HINGE LOCATION
2" X 1.0' SMB 12
®;
0.125" FLAT PLATE
OPTION # 1 ®�
W/ (12)#1QX3/4" SMS
REVISION: DATE:
/
®
OR (B) #1.4X 3/4" SMS
2" x 2" EXTRUSION 2" x 2" EXTRUSION
FOR SLOPED BEAMS,
(MIN. 1/2" EDGE DISTANCE)
RO 1
MAINTAIN ALL SCREW SPACING
RO 2
HINGE LOCATION DOOR
FROM EDGE OF BEAM
-'SELF-MATING BEAM
SHALL BE NOTCLIED
EDGE MEMBER
RO 3
FORUPRIGHT
OR PURLIN
2" x 2" EAVE RAIL SECTION
i
RO 4
(UNLESS OTHERWISE SHOWN
TOb# 21_1102_031
ON S-2) - ATTACHED TO BEAM w/
(4)1ox z° SMS INTO SCREW ®
BOSS I
BOTH ENDS SIMILAR
PROJECT ADDRESS:
��
00
1" X 2" OPEN SACK F.AVF.
OPTION #1: 2" x 2" x PURLIN I
DAVIS
HINGE LOCATION
RAIL ATTACHED TO Q,I
DEPTH RECEIVING CHANNEL W/
(4)#IOX3/4" EA.LEGATTACHING
6'Z47 BRADFORD WOODS DR
�/
UPRIGHT w/(2)
PURLIN TO BEAM OR FAVE
I 1
ZEPHYRHILLS, FL 33542
#10 x 1 Y2" SMS INTO SCREW
MEMBER
P'l)SS
.060 RED. CHANNEL MIN. ( I
NOTES:
#10 X 1 X" SMS 24" C/C
( I
L HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM.
4° (MIN) UPRIGHT
I I
CONTRACTOR:
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
#14X 3/4" SCREWS
(SL'iE TABLE ABOVE)
I (
!
/
AFFORDABLE RESCREENING
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A
OPTION #2 (
1100 N 50TN STREET, UNIT 16
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
FLORIDA 33619
END
ND OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
DETAILS
SCALE.NTS
D UPRIGHT TO BEAMCONNECTION - AL.L WIND ZONES
E
SCALE: NTS
J
ROOF BRACING CONNECTION DETAIL
S-3 SCALE: N.T.S.
1 �1I I If 111
UPRIGHT � ,�.*0900.��
ENS
OPTIONAL SECONDARYANGLE MIN ®
0.125" THICK (NOT +�
(4) #10 X 3/4"SMS
RE U1RED FOR 2X3o.70667
FASTENING SECONDARY Q
5° T', OR 9"-X 0.250" ANGLE TO COLUMN (TY MEMBER)
EACH SIDE
EXTRUDED GUTTER ) PRIMARY 2" X 2"
Z-BRACKET 0.250" BRACKET i X 0.125" ANGLE
2" GUTTER BRACKET REQUIRED (B) - CONCRETE SCREW (2) #10 X 3/4" SMS FASTENING � �����`�
Q ANCHOR INTO SECONDARY I C
AT PURLIN ATTACHMENT 1 ... ..gam
POINTS w/ (2j #1"2 X 3/4" SMS (1) 1/4" LAG SCREWS @ EA. GUTTER ANGLE(TYP EACH SIDE SEE COLUMN TO PRIMARY ANGLE �w
TABLE) {TYP EACH SIDE) ���
INTO GUTTER LIP BRACKET & (1) @ 12" O.C. MAX- MIN OPTION #1 OPTION #2 ® ti u' 1" X Z" BASE MEMBER
EMBEDMENT SHALL BE 2"
1" x 2" x 0.045" OPEN BACK W/ (4)#10 x 1 X" SMS RECEIVING CHANNEL (TYP EACH SIDE)
(2)#10X 2" ATTACHING TO INTO SCREW OR ANGLE EA. SIDE (typ) ANCHOR SPA 1 CONCRETE SCREW PRO 5 NF GI . EER SEAL
GUTTER& (1) @ 24" O.C. BOSSES L0625" THICKNESS) (MIN) (TYP)(SEE TABU) O (SEE
Gi TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD:
ANGLE AND @ 1/4" 0 CONCRETE n �j
3" (MIN) 240 C. BETWEEN COLUMNS SCREW ANCHOR@ David YY . Smith r .E.
PURLIN
— — — — — — — — — FLORIDA LICENSE: 53608
00
2"12" OR 2"X3"
(2) #1.0x 3/4" SMS
00
PURLIN OR GIRT
(typ) EA. LEG)
(TOTAL 6 SCREWS R.C. (8)
SCREWS ANGLE EA.
CONNECTION)
2" x 2" x Y8" X ALUMINUM
ANGLE w/ (4) #12 x 3/4"
THE HOST STRUCTURE SHALL
SMS INTO PURLIN ON EA
HAVE AT LEAST A 2"X4"
SIDE & (4) 12X1-1/2" INTO
GUTTER
FASCIA AND ROOF TRUSS
PURLIN
OR GIRT TO BEAM OR POST DETAIL
SYSTEM. CONTRACTOR SHALL
S-4
SCALE: NTS
VERIFY THIS AND IF
SUPER GUTTER
SMALLER- CONTRACTOR
SHALL BRING STRUCTURE UP
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3-1/4"
0
0"
2x4-1/4"
1
3"
2x5-1/4"
1
3"
2x6-3/8"
1
4"
2x7-3/8"
1
5"
2x8-3/8"
2
3"
2x9-3/8"
2
4"
2x10 3J8"
2
4,5"
NOTES: (TYP EACH SIDE)
l anson P.E
Thomas L. Hanson
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
FLORIDA LICENSE:�38654
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
iv
Myron Max�t�� P.E.
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE: 86663
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECK IS PRESENT.
7
Joel Falardeau P.E.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LIST
FLORIDA LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
7
Erik Stuart P.E.
BY ENGINEER
4. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME, BASE
FLORIDA LICENSE: 77605
CONNECTIONS AS 2X4 SHOWN IN TABLE,
5, IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
TO A 2"X4" FASCIA AND
ENSURE LESS THAN A 4'-0"
OVERHANG.
GUTTER BRACKET & PURLIN ATTACHMENT DETAIL
CONCRETE LINTEL, IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG
SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X21045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
G 2" x 3" OR LARGER UPRIGHT TO CONCRETE, W WO PAVER DETAILS
FIX Pic` ns & Engineering
°I V1C£,S, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
S-� N.T.s.
S_4. SCALE: NTS
Ph# 1,813)788-5314
Fax# 1-(866)824-7894
-- - -- - --
-maI -er cp ans.com
NOTE: WHEN USING OPTION #2 5
Website www.fbcpians.com
OPTION #1 2500 PSI
_
i MIN.
CONNECTION CABLE MUST BE
C,O,A,-#29054
oI
0.125" STAINLESS
CONCRETE W/WELDED
WIRE OR FIBERMESH
WITHIN 6" OF CORNER OR ® ® ® ® 1/8" ALUMINUM
STEEL CABLE
PRIMARY MEMBER. PLATE @ 45'
a
1' X 2" X 1./(4)ANGLE ANGLE WJ 1"
DATE: ll/02/2021.
3 1/2" (4" NOMINAL)
a
BREAK @ 90° W/
SLAB MINIMUM
12 X3/4" SMS ® 5/16" EYE BOLT
DRAWN BY: ST
(TYP TOP AND SIDE) W/ LOCK NUT &
3/8" 0 x 3" MASONRY
WASHER EA SIDE
REVISION: DATE:
ANCHOR
GRADE
OPTION #1
(4" SLAB ONLY) OPTION #2 - A-36 STEEL CLIP
1/8" CIA, STAINLESS (9) 914 X 3/4 SMS
RO 1
�
MAY BY PLACED ON TOP OR
STEEL CABLE @1" O.C.
RO 2
L
DOUBLE COMPRESSION
SIDE OF DECK W/ (2) 3/8"X 3"
-
(1)#s REBAR CONTINUOUS W/ 2S"
SLEEVES
TOP OF
CONCRETE SLEEVE ANCHOR
3/8" WELDED STAINLESS
RO 3
PATALLJOINTSON3"
�8"� OVERLAP
4"NOMINALSLAB
STEEL EYE BOLT OPTION #3
(8) #14 X 3/4 SMS
RO 4
TYPE It MONOLITHIC SLAB
MINIMUM
4
Side View
JOb# 21_1102_031
MODERATE SLOPE FTG
tr
SLOPE: 2":12" - 3":12"
d
a-----BENEATHNUT
1" 0 (MIN) WASHER
—
PROJECT ADDRESS:
NOTES FOR ALL FOUNDATION TYPES:
3/8" x 3" MASONRY
ANCHOR (MIN 3-3/4"
2500 PSI CONCRETE W/
OPTION #z
WIRE. OR
—
DAVIS
EMBEDMENT)
(4" SLAB ONLY)WELDED
FIBERMESH
e gi
® s
6247 BRADFORD WOODS D
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
0.125" STAINLESS
— _ — — —
ZEPHYRHIL.LS, FL. 33542
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE
(
STEEL CABLE 2500 PSI CONCRETE W/
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING
OF CONCRETE.
= Top Op WELDED WIRE OR
Top View 3/8" 0 ADJUSTABLE EYE
p oil]
I CONCRET' E BERMESH
BOLT FOR CABLE TENSION
2. THESLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
a..
®�
CONTRACTOR:
COMPACTED PRIORTO POURING OF ANY CONCRETE..
4" NOMINAL SLAB
a
OPTION #2 1/8" 0 STAINLESS
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
MINIMUM d
STEEL CABLE
AFFORDABLE RESCREENING
1100 N 50TH STREET, UNIT 16
1-1/2" x 5-1/2' a
K
ALUM.sTRAP W/ (z) 3/B
a
TAMPA FLORIDA 33619
TYPE II MONOLITHIC SLAB FOOTING
-O X 3" MASONRY--
PERIMETER FRAMING 2"XZ"X 1/8" EXTRUDED ANGLE
S-4
ANCHOR (MIN 3-3/4"
OPTION #2
ON 45° ANGLE
EMBEDMENT)
(USE WITH FOOTING)
Side View
OPTION #1
DETAILS
J1 CABLE TO FOUNDATION CONNECTION DETAIL
S-4 SCALE: NTS
12 CABLE CONNECTION AT CORNER
S-4 SCALE: NTS
COMPANY NAME: AFFORDABLE RESCREENING LLC
COMPANY ADDRESS: 1100 N 50T" ST UNIT 1G
CITY, STATE, ZIP: TAMPA, FL 3 619
PHONE NUMBER: 813-716-1389
EMAIL: affordabl rescreersira Iive.corT)
1, THE UNDERSIGNED DO HEREBY AUTHORIZE THE FOLLOWING INDIVIDUAL(S) TO ACT AS MY AGENT(S�l
IN OBTAINING PERMITS M
SUPERSEDESTHIS LETTER ANY
PREVIOUSLY SUBMITTED4 OF
AUTHORIZATION.
WILL DELETE y�AND
REPLACE
t A ANY
PREVIOUS
F rAUTHORIZATION
,7�Y� LETTER AND THE
INFORMATION
THEREON. AUTHORIZATION CANCELLED
BY THE UNDERSIGNED.
TYPED OR PRINTED NAME
a
b
i"
b
DATE
STATE OF
COUNTY OF �
(printed name of notary)
Personally ORproduced Identification L/