HomeMy WebLinkAbout21-32375335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
pg-
1W
BAR-003237-2021
Issue Date: 12/06/2021
RMXSPECTlG(% FEES: (c) 131th 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.
frof-T-TM, N1 tiggoill RAN
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
F
I Z
A
I I
theman",
MELROSE
rn,anag"m-r,t partmr-Mr,
Date: 12/8/2021 11:29:12 AM
Belinda Conway
3060 Lytton Hall Drive
Zephyrhills FL 33540
I am pleased to inform you that the Hidden River Homeowners Association Architectural Review Committee
has approved your application for the listed project item(s):
We feel this improvement will make a fine addition to our community and look forward to its completion. If
you have any questions, please feel free to contact our office at (407) 228-4181 or via email
at management@melrose-support.com.
nmm;j
The Melrose Management Partnership
On Behalf of the Architectural Review Committee
Hidden River Homeowners Association
cc. HOA File
1600 W. Colonial Dr. - Orlando FL 32804 - Phone:(407) 2284181 - Fax: - With offices throughout Orlando
www.melrq����
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received
a a I t a 9 1 1 Phone Contact for Permittin 1(8'13 9kJ'
Owner's Name i3?(ebPJ4J COd OW V Bar Phone Number
t
Owner's Address 30(co L111111 IrDL - Owner Phone Number
Fee Simple Titleholder Name Et!!Owner Phone Number
Fee Simple T'Ifflaholder Address
JOB ADDRESS LOT #
SUBDIVISION PARCEL to#
(OBTAINED FROM PROPERTY TAX NOTICEI
WORK PROPOSED
NEW CONSTR
ADDIALT
INSTALL
REPAIR
PROPOSED USE
SFR
Comm
TYPE OF CONSTRUCTION
BLOCK
FRAME
DESCRIPTION OF WORK 1
�? �TV/
146
!UILDING SIZE
SIGN = DEMOLISH
OTHER
STEEL
martmi
VALUATION OF TOTAL CONSTRUCTION
14�0 �-_
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED
Address License
ELECTRICIAN COMPANY
SIGNATURE REGISTERED L_y LN _J FEE CURREN YIN
Address License#
PLUMBER COMPANY E
SIGNATURE REGISTERED ; FEE �..R..
Address License #
MECHANICAL COMPANY E
SIGNATURE ---------- REGISTERED ;;; =11E GuRREN=�;;;=
Address License #E===:=
OTHER COMPANY [
SIGNATURE REGISTERED Y (N FEE.URRE.
Address License #E=====
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/ Sift Fence installed,
Sanitary Facilities & I 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/ Slit 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.
F4 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 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, 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 property licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid priorto 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 useof 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 am the AGENT FOR THE OWNER, f 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 pen -nit 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.
•
Now,
OWNER OR AGENT
Subscribed and swot to (olffintripxf) before this
Who i_._/a,.personalty known to me or has/have produced
as identification,
Public
Commission
CONTRACTOR
Subscribed and swom to p(Uffi!TRpd) b-fore me this
by
Who isiare personally known to me or hasthave produced
as identification.
Commission
Name of Notary typed, printed or stamped _Name _oTRptary typed, printed or Tstamped
Public
TiT', INC.
NUR IH AMILRICAN TITLE INSURANCE CO.
EAGLE HOME MORTGAGE, LLC
BEELINDA ANNE CONWAY
LOT 305
NOTES TAKE PREFERENCE,
PURPOSE OF SURVEY. TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS,
STRUCTURE TIES SHOWN HEREON DENOTES
MEASUREMENT FROM FORM BOARDS /FOU,,NL- A71 ON
TO PROPERTY LINE.
10' PUBLIC UTILITY EASEME,T
E-72,2' LOT 295
E-71
0- , 5-
.Q'
fL
"" LOT 296
Y,
C,
0
1A
7-
LOT 303
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 72.30'
DESCRIPTION: GARAGE AREA, 71.87'
ELEVATIONS REFERENCED TO
LOT 304, MAP OR PLAT ENTITLED "HIDDEN RIVER P1 AS7 2", NATIONAL GEODETIC VERTICAL
AS RECORDED IN PLAT BOOK 79, PAGES 102 THROUGH 1110, DATUM OF 1929. MEAN SEA
OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
APPARENT FLOOD HAZARD ZONE: 'Y' COMMUNITY PANEL NO. 12101C 0458 F EFFECTIVE DATE: 09/26/2014
I Square Feet: 7374.43 ± I LENNAR HOMES
(C)- CALCULATED DATA. (0)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, CL= CENTERLINE, A/C= AIR CONDITIONER, ALF= ALUMINUM FENCE, APO=
APPARENT PHYSICAL USE, BFE- BASE FLOOD ELEVATION, C/C- COV, CONC., C/S- CONCRETE SLAB, G_= CORNER- CLF= CHAIN LINK FENCE, CONC,= CONCRETE,
COV_= COVERED, E/P= EDGE OF PAVEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D=
FOUND NAIL & DISK, FPIP= FOUND PINCHED IRON PIPE, MAS-= MASONRY, NCF= NO CORNER FOUND OR SET, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP=
PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF 'NAY, R= RADIUS, SIR= - SET 1/2" IRON ROD & CAP No, 4493, SN&D=
SET NAIL & DISK No, 4493, S/W= SIDEWALK, TBM= TEMPORARY BENCHMARK, V/F= VINYL FENCE, W_/f= WOOD FENCE WIT_=- WITNESS
JOHN
Drawn By: I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY
R. BEACH & ASSOCIATES, INC. sms RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS OF
911 SURVEYORS AND MAPPERS S Checked By: PRACTICE FOR 1-
_ �IJRVEYS- AS SZT...FORTH BY THE FLORIDA BOARD OF
ONE WEST ST. PETERSBURG DRIVE JR5 LAND- SURVEYORS IN CHAPTQ3 5,117.051 THROUGII 5.1 17.053,
OLDSMAR, FLORIDA 34677 FLORIDA ADMINISTRATIVE CODE. _ -PURSUANT TO SECTION 472-027
WAY (813) 854-1276 FAX (813) 855-8370 Scale-. FLORIDA STATE STATUTES-
1"=30,
Date:
NOT VALID WITHOUT ORIGINAL SIGNATURE A A
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. AIL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, 93 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 I500 PSF.
8, THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C I50).
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.AL.L GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8
4 TROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL, CONFORM TO THE
MINIMUM REQUIREMENTS OF 6w-Ls 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 CONFORMSTO "PART 1-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 FLORIDA BUILDING CODE 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 410 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6_ VINYL AND ACRYLIC PANELS SMALL 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 & #IOX 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORMTO 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 LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
T 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.
K 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 A 153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
i 1. 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 A185
FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16, 20 & 23).
1MR111130020 F74110=11
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS- BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP --TYPICAL
I SIM -- SIMILAR
3- UON -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5. VIE -- VERIFY IN FIELD
G. RESP'ONSIBILITY:
1, ALL SITE WORK SMALL 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 ITOME. 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.
I IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7TII EDITION 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.
SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
DESIGN DATA:
I. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4, WIND LOADS:
SCREEN ROOF: N/A
SCREEN WALLS: 23 PSF
SOLID ROOF (SCREEN WALL): 20 PSF
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE
I30MPH
101 MPH
FLORIDA LICENSE: 38654
B
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 1b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL. DOWNLOAD ON SOLID ROOF.
8. PROPOSED 8"X8" LINEAL FOOTING W/ (1) # 5 REBAR W/ 25" OVERLAP ON 3" CHAIRS W/
4" MONOLITi'IIC SLAB W/ FIBER - MESH FILLED W/ 3000 PSI CONCRETE SMALL BE
ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: N/A
10. SOLID ROOF TYPE: 3"X48"X0.024" ELITE EPS COMPOSITE PANEL ROOF 11b FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-R5.
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 S" x 0.050„
3 x 3:---------------------------------------3" x 3" x 0.125„
OPEN BACK SECTIONS
1 x 2:---------------------------------------- 1" x 2" x 0.040"
1x3.-------------------------------------1" x 3" x 0.045"
SNAP SECTIONS
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"
iDRAWING
DETAILS
i4 DETAILS
ALL
0op
SELF MATING (SMB)
2 x 4 SMS:----------- --- --- 2" x 4" x 0.044" x 0.100"
2 x 5 SMB:------------- ----- 2" x 5" x 0.050" x 0.118"
%P
E�`b W �l
o
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"NOV
1 Z�,
2 x 7 SMB:--
------------------- 2" x 7" x 0.057" x 0.120"
0,072" 0,224"
AA u I
�
2 x 8 SMB:
2 9 SMB:----
-------------------- 2" x 8" x x
2" 9" 0.072" 0.224"�
Awl
x
2 x 10 SMB:-------------------
-- - x x x
2" x 10" x 0,092" x 0.374"
a-
TUBE SECTIONS
2 x 2:---------------------------------------2" x 2" x 0.090"
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcpians.com
C.O.A.429054
DATE: 11/1.2/2021
DRAWN BY: BB
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
NOTES
,--UPRIGHT
SECONDARY ANGLE MIN
4 #l0 X 3 4" SMS 0.125" THICK (NOT `��' ��� � ��
O / REQUIRED FOR 2X3 * *�
000
FASTENING SECONDARY,
a ALUMINUM RISER PAN ; MEMBER)
ANGLE TO COLUMN (TY
EACH SIDE) 0 o. 38 6 �
PRIMARY 2" X 2"
#12 SMS W/ 1" 0 NEO-WASHERS (4) #12 SMS W/ 3/4" i X0.125" ANGLE )I
@ 8" O.C. (USE SCREW LENGTH WASHERS PER 12" PANEL (B) - CONCRETE SCREW (2) #10 X 3/4" SMS FASTENING ® Co
EQUAL TO COMPOSITE PANEL ANCHOR INTO SECONDARY I COLUMN TO PRIMARY ANGLE
TYP EACH SIDE)
i
THICKNESS PLUS (1) INCH) ( ) (SEE O TYP ( EACH SIDE)
TABLE) 0 � ORIP"
SEE DETAIL C2 FOR OPTION #1 OPTION #2 O 1" X 2" BASE MEMBER
{ (7`YP EACH SIDE) � W-e#
ALUMINUM RISER PANS Detarl CZ (4)#l0 x l" SMS RECEIVING CHANNEL ANCHOR SPA PROF Efz SEAL
INTO SCREW OR ANGLE EA. SIDE (typ) (MIN) (TYP)(SEE TABLIE) (1) - CONCRETE SCREW (SEE
BOSSES (.0625" THICKNESS) Q TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD:
ANGLE AND @ 1/4" 0 CONCRETE
SCREW ANCHOR @
3" (MIN) David W. Smith P.E.
24° D.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608
2"12" OR 2"13"
(2) #10x 3/4" SMS
(2) - 3/8" 0 MACHINE I
OPTIONAL 1" X 2" FASTENED
PURLIN OR GIRT
(typ) EA. LEG)
BOLTS WITH 3/4" I
I
To COLUMN WITH (2} #10 X 2'
(TOTAL 6 SCREWS R.C. (8)
WASHERS THROUGH 1
I
SMS INTO SCREW BOSSES
f
SCREWS ANGLE EA.
CONNECTION)
POST AND EDGE BEAM
AND FASTENED TO EDGE
BEAM WITH (1) #10 X 1-1/2"
I
I
I SMS WITHIN 6" OF COLUMN
CONTINUOUS EDGE BEAM
AND @ 12" O.C. MAX j
H
POST
PURLIN OR GIRT TO BEAM OR POST DETAIL
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN.
S-3
SCALE: N1's
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"
2x10-3/8"
2
4.5"
NOTES: (TYP EACH SIDE) Hanson
g
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. i ianso P.E
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
FLORIDA LICENSE: 38654
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
T 7
Myron Max Neal P.E.
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 Faiardeau P.E.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
FLORIDA LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
Erik Stuart P.E.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
FLORIDA LICENSE: 77605
CONNECTIONS AS 2X4 SHOWN IN TABLE.
S. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
S
CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG
FBC Plans & Engineering
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
Services, Inc.
S_ SCALE: NTS
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
6272 Abbott Station Dr. Unit 101
GT 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS
Zephyrhills, FL 33542
S 3 SCALE: NTS
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
OPTION #3 MOUNT RECEIVING CHANNEL
Website-www.fbcplans.com
3" RECEIVING CHANNEL DIRECTLY TO FASCIA WITH (2) 1/4"X 2" LAGS
C.O.A.429054
W/(2)#12 X1" SMS @24" O.C. INTO RAFTER TAIL & (1) @ 12" O.C.
1-1/4" NEOPRENE WASHER @
16" O.C. TO FACE OF GUTTER
DATE: 11/12/2021
---------- --------- --
DRAWN BY: BB
-- v-=------- -- -- -- - -- ---
REVISION: DATE:
------------------_-------
EXISTING MASONRY
RO 1
OPTION #1 ROOF GUTTER FACE
WALL GROUTED
SOLID
RO 2
3" RECEIVING CHANNEL W/
@ CONNECTION
00412
X 4" SMS,1-1/4" NEOPRENE (2) 1/4" X 2 1/2" MIN.
RO 3
WASHER @ 8" O.C. PER PANEL LAG SCREWS
®®
RO 4
___________ _
OX2-1/Z"
21_1112_228
_
MASONRY
MASONRY SCREW 3" FROM
1ob#
2"xEND BEAM END&@24"O.C.
PROJECT ADDRESS:
_______.............
" " "
(SEE SHEET S-2 FOR SIZE)
CONWAY
2" x 2 " x 1/8" x BEAM DEPTH"
3060 LYTTON HALL DR
RECEIVING CHANNEL
ZEPHYRHILLS, FL 33540
W/ (1) 1/4" x 3" CONCRETF. 1"X2" OPEN BACK
ANCHOR INTO WALL &
THE HOST STRUCTURE
(4) #10 x 3/4" SMS EACH
SIDE INTO BEAM
�7
�OlV TRACTOR:
GUTTER BRACKE"T @ SHALL HAVE AT LEAST A
BEAM & @ 24" O.C. 2"X4" FASCIA AND ROOF
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
PATRIOT SCREENS, INC.
TRUSS SYSTEM.
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
CONTRACTOR SHALL
OF MASONRY ANCHOR SCREWS.
SUPER GUTTER VERIFY THIS AND IF
SMALLER- CONTRACTOR
SZ END BEAM TO HOST STRUCTURE DETAIL
SHALL BRING STRUCTURE j SCALE: NTS
OPTION #2 ROOF ON GUTTER LIP UP TO A 2"X4" FASCIA AND S-3
ENSURE LESS THAN A 2'-0"
DETAILS
S OVERHANG.
OPTION#1, #2 & #3 COMPOSITE ROOF TO GUTTER DETAIL
S_'3 SCALE: NTS
J JJ
I
NOTE:MINIMUM EMBEDMENT OF�����
(4) - 3/8" 0 CONCRETE ANCHORS INTO CONCRETE FOOTING SHALL Aogi� N.
'� �%
SCREW WITH 2-3/4" BE 2-3/4" AT ALL POST LOCATIONS. ALL
EMBEDMENT (MIN EDG — — SCREW LENGTHS AT POST CONNECTIONS
38
DISTANCE =3" SHALL BE OF SUFFICIENT LENGTH FOR I
MIN SPACING 2") REQUIRED EMBEDMENT INTO CONCRETE I
FOOTING WHEN A PAVER DECK IS PRESENT,
000 E OF
GRADE (3) -1/4" 0 MACHINE — — — � " � \ � ® a
BOLTS WITH WASHERS �
a TOP VIEW 1/4" b x 2"-1/2 MASONRY ANCHOR ®®�����®
(MIN. EDGE DISTANCE = 3/4" 3" X 3" 0.125" POST' IF WOOD SUBSTITUTE IDENTICAL � I �� �
MIN. SPACING= 3/4") "y "
(1)#5 REHAB CONTINUOUS W/ 25" WOOD SCREW OR LAG 6' FROM
OR (4) #14X 3/4" SMS PROFS HER SEAL
-OVERLAP AT ALL JOINTS ON 3" ( Z°x2"x 0.125°ANGLE (EXTERNAL OR TOP &BOTTOM & @ 24 O.C. 1
JJJ EA. SIDE
8° CHAIRS ( INTERNAL) OR 0.125"RECEIVING CHANNEL ENGINEER OF RECORD:
TYPE 11 MONOLITHIC SLAB (4) - 3/8" 0 CONCRETE 1"X2"OPEN BACK
MODERATE SLOPE FTG SCREW WITH 2-3/4" ( I NOTE: (TOP FLANGE) David Vv ° Sit" P.E.
SLOPE: 2":12' - 3":1.2" EMBEDMENT (MIN FOG " (Z) 3f 8" THRU BOLTS MAYBE USED FLORIDA LICENSE: 53608
DISTANCE =3" IN LIEU OF (3) 1/4" BOLTS L
MiN SPACING 2") IF DESIRED FLORID aLCENSE386540nP.E
NOTES FC3R ALL FCSUNDATtON TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL Myron Max Neal P.E.
BEARING PRESSURE OF 1,500 PSF. TIME BEARING CAPACITY OF THE
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING 4 A FLORIDA LICENSE: 86663
OF CONCRETE.
4 1"X2"OPEN BACK::::,,
d d Q
1 THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND 4. d d — — --Joel Falardeau P.E.
COMPACTED PRIOR TO POURING OF ANY CONCRETE. a 4 — — FLORIDA LICENSE: 70667
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. � (2) #lox 1-1/2" SMS MIN
2" (min) THRU SCREW BOSS OF:::/ Erik Stuart P.E.
1"x2"OPEN BACK FLORIDA LICENSE: 77605
K TYPE [I MONOLITHIC SLAB FOOTING FRONT VIEW
S-4FBC Plans & Engineering
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 3/8" 0 SCREW g
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL. NOT BE USED. OPEN BACK TO HOST STRUCTURE DETAIL Services Inc.
SCALE: NTS r
6272 Abbott Station Dr, Unit 101
3"X3"POST CONNECTION DETAIL Zephyrhills, FL 33542
S- sCAI,E: NTS Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.429054
DATE: 1.1/12/2021
ALUMINUM RISER PAN
DRAWN BY: BB
(4) 412 SMS W/ 3/4" REVISION: DATE:
WASHERS PER 12" PANEL
RO 1
#12 SMS W/ 1"0 NEO-WASHERS Detail C2 RO 2
@ II" O.C. (USE SCREW LENGTH
EQUAL TO COMPOSITE PANEL RO 3
THICKNESS PLUS (1) INCH)
FASTEN.090 REC. CHAN. TO = _ _ = RO 4
BACKSIDE OF 2"XH" EDGE BEAM
SEE DETAIL C2 FORT
W/(5) #10 SMS W/ 3/4" 1o1-..y.G �q �q �� ��p
ALUMINUM RISER PANSSTAGGERED UPRIGHT OR BEAM II # L— 1/� — V C
INTOW/HSID#10E
FLANGEMS W1 S
/4` KICUMIATE b MATING-SNAPOR$P,I.,F PROJECT ADDRESS.
INTO SIDE FLANGES ATTACHED RW/(1)-NUM 4a0�C[9WOR
MEMBER W/ (I) #10
2X(H) 3/4• @ 24" O.C. CONWAY
BEAM 306�0�/LDYTTON HALL D,R
KICK PLATE ATTACHED TO ALUMINUM MEMBER ZEPH RHILLS, FL 33540
PPLY EDGE SEAM WJ REC. CHASCALE: NTS
(1 NOTCHED POSTFASTEN .660 REC. CHAN. TO
UNDERSIDE OF 2X-,_, EDGE BEAM
W/(4)410SMSW/3/4" CONTRACTOR:
CONTINUOUS EDGE BEAM
PosT STAGGERED W/(2)41SMS 3/4"
INTO SIDEEFLANGES PATRIOT SCREENS, INC.
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN.
REC. CHANNE...060 MIN., SAME WIDTH AS BEAM TYP.
ROOF PANEL I'D EDGE/END BEAM CONNECTION ALT, DETAIL
SCALE: NTS
DETAILS