HomeMy WebLinkAbout23-6658Phone: (786) 554-3791
City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
BAR-006658-2023
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 08/08/2023
Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
Building Valuation: $2,587.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $2,590.00
Total Fees: $79.41
Amount Paid: $79.41
Date Paid: 8/812023 12:45:52PM
6316 Bradford Woods Drive
M H MUM 111MI " 14 11 = LOX91-1 Al a MI
Inm ()-77 "77
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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.
ir ii if- r a
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CONTRACTOR SIGNATURE PEfAIT OFFICEt)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
rMIT.-TITMO a
T FT F179-IT �'-.
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
i Building Department 23ou o) o3
Date Received I / I J, L"") I Phone Contact for Permitting 1( g 13 ) 319 - 9�H3
Owner's Name I Mf/11SSQ Co'llno Owner Phone,Number 3� 9
Owner's Address, Wii:.p &QdFord woodS DR., Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS F-0 i (-A Brad Fora Woods LOT# 3 —1—]
SUBDIVISION 00t K5 0 C POSCD PARCEL ID#
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
DESCRIPTION`OF WORK
BUILDING SIZE
-rlr-rlr-r
=, BUILDING
=]ELECTRICAL
=PLUMBING
=MECHANICAL
NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
EEI- SFR COMM OTHER F—
BLOCK FRAME STEEL
scken lanoil
$
I
=GAS ROOFING
FINISHED FLOOR ELEVATIONS
N
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESSENERGY W.R.E.C.
o
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY OTHER
FLOOD ZONE AREA =YES NO
'?eics
BUILDER COMPANY (�+ko ndosur
SIGNATURE REGISTERED N FEE CURREN Y/
Address i J vwlure, MCw-i/ License#
ELECTRICIAN COMPANY E
REGISTERED ;Y/ �N �FEECURRENL �Y/N�
SIGNATURE
Address License #E===:=1
COMPANY
PLUMBER E r RE ' D E:;Y/ �N �FEECU�RREN Y/N,
SIGNATURE REGIST
---------------- License#
Address
MECHANICAL COMPANY
SIGNATURE REGISTEREDY/ N, F E E C U R t RR E 1',
Address License #
OTHER COMPANY
SIGNATURE REGISTERED Y / N, FEE CURREN Y/N
L--C��FEE �CURREN����
License
Address 1111 11101,�ei11,111 1 oil No
0 1 1 a 11 et of Energy rrns;�R-Q-W,�Permlt.for:new construction,
RESIDENTIAL Minimum ten (1®) working days after submittal date: Required e�,construrtion'Plans,'Stormwater Plans w/ Silt:Fance Installed,
Sanitary Facilities 1 dumpster; Site Work Permit for rge projects
co
COMMERCIAL Attach (2) complete sets of Building Plans plus a 1) set of Energy Forms, R-OwW Permit for new nstruction.
Minimum ten (10) working days after submittal date., Required, onsite, Construction Plans, Stormwater Plans w/ SiltFenc6 installed,
Sanitary Facilities & I 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 (A/C upgrades over $7500)
If over $2500, a Notice of Commencement is required. owner authorizing same
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from ow
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
L I . PLOT PLAN
DESCRIPTION:(AS FURNISHED)
LOT 31, OAKS OF PASCO
AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
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PREPARED FOR:
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Pulte
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BUILDING SETBACKS
FRONT! 20*
REAR: 10'
SIDE: 5'
SIDE STREET: 15'
NOTES:
1, PROPOSEQ ELEVATIONS SHOWN HEREON ARE BASED
ON THE APPROVED ENGINEERING PLANS PREPARED
BY CORNEUSON ENGINEERING & DESIGN INC.
2, ELEVATIONS ARE BASED ON NAVO 1988
DATUM,
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED STRUCTURE, THE CONTRACTOR AND/OR
OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING
DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY
CONSTRUCTION.
THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
:EARfNGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
RADFORD WOODS DRIVE KING NO7'06'48'E. PER PLAT-
- . ... ....... .
(FIELD DATE:) _ REVISED.
,SCALE: 30 _FEET
APPROVED BY: is I
JOB NO, - 191105 LOT 31
DRAWN Sl --- im -a
ON LOT CALCULATIONS
LOT = 5,750 SO. FT.
LIVING AREA = 1,661 SQ. FT.
GARAGE - 4453 SQ. FT.
ENTRY = 25 SO. FT.
LANAI = 117 SO. FT,
PATIO = 0 SQ. FT.
DRIVEWAY = 360 SQ. FT,
A/C PAD = 9 SO. FT.
WALKWAY - 35 SO. FT,
IMPERVIOUS 469
2670 SQ. Ft
SOD 8 SQ, FT,
OFF LOT CALCULATIONS
a
RIGHT OF WAY = 400 SO. FT.
DRIVE APRON = 57 SQ. FT.
PUBLIC S/W = 250 SO, FT.
Soo = 93 SO. FT,
TOTALS
AREA = 6,150 SO, FT,
DRIVEWAY = 417 SO, FT,
SIDEWALK - 285 SO. FT.
SOD = 3,173 SO. FT
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LEGEND:
BUILDING SETBACK LINE
PI POINT OF INTERSEC71ON
CENTERUNE
PC POINT OF CURVATURE
PT POINT OF TANGENCY
RIGHT OF WAY LINE
RP RADIUS POINT
PROPOSED ELEVATION
PRO PONT OF REVERSE CURVATURE
PCP PERMANENT CONTROL POINT
ryp TYPICAL
PROPOSED DRAINAGE FLOW CS CONCRETE SLAB
p) PER PLAT
CONCRETE
� C) CALCULATED
A/C
MR CONDITIONER
P13 PLAT BOOK
PGS PACES
S/w
SIDEWALK
SQ. FT. SOUARSECT
F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY
F.I.B.M. FLOOD INSURANCE RATE MAP
NAVD NORTH AMERICAN VERTICAL DATUM
SSE SANITARY SEWER EASEMENT
BE DRAINAGE EASEMENT
UE UTILITY EASEMENT
is ro 6E
1.. IVE'SURVEYOR 'HAS NOT ABSTRACTED THE
0 BE
AS
'5hA
LAND SHOWN HEREON FOR EASEMENTS, RIGHT
Do
OF WAY RESTRICTIONS OF RECORD WHICH
MAY AFkECT THE TITLE OR USE OF THE LAND.
THE
A
2. NO UNDERGROUND IMPROVEMENTS HAVE: BEEN
LOCATED EXCEPT AS SHOWN
1 NOT VAUD WITHOUT THE AUTHENTIC
ELECTRONIC SIGNATURE AND THE AUTHENTIC
A FLORIDA UCENSED
ELECTRONICAND SEALMAPPOF
M
SURVEYOR ER.
Is u Fz\/ I—= 'IV" I
0zl-,
&MAPPING INC.
P.
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GFR71FICATION OF AUTHORIZATION NUMBER U8#6393
FOR
3191 MAGUIRE BOULEVARD, SUITE 200
ORLANDO, FLORIDA 32803
T,IE
A— FAM
(407) 426-7979
JAMES W. BOLEMAN PSM# 6485 DATE
WWW.AMFRICANSURVMNOANOMAPPING,COM
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,
8. 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
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
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 I -B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC. ASHINGTON 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 #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6. VINYL/ACRYLIC/GLASS 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.
(ACRYLIC/GLASS WINDBREAKERS INCLUDED)
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, 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 MINIMUM OF SAE
GRADE #5 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 OTHERWISE.
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B
ASTM C94
ASTM ClSO
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE (CHAPTERS 1.6,20 AND 23)
7TH EDITION 2020
CURRENT ALUMINUM DESIGN MANUAL
F. ABBREVIATIONS:
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
2, SIM -- SIMILAR
3. UON -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5. VIE -- VERIFY IN FIELD
G. RESPONSIBILITY:
i. 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,
& ALL STRUCTURAL POST SHALL BE ANCHORED TO
AN EXISTING/PROPOSED CONCRETE FOUNDATION
FOR UPLIFT PURPOSES.
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 7TH EDITION
R 4501.171 IN ITS ENTIRETY.
3. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
4, DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
S. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
T 1"X2"X,045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
TO HOST WITH 1/4" DIAMETER X 1-3/4" EMBEDMENT & 24" O.C.
MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW
WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEK SCREWS
IN ALUMINUM MEMBERS TYPICAL.
8. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2'12'10.055"
Ill omwasix 1twwRww-.4wj1�1
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST):
135 MPH
NOMINAL DESIGN WIND SPEED Vasd:
108 MPH
2. RISK CATEGORY:
1
3. WIND EXPuSURE:
C
4. WIND LOADS:
SCREEN ROOF: N/A
SCREEN WALLS: 35 PSF
SOLID ROOF (SCREEN WALL): NIA
THIS STRUCTURE COMPLIES WITH FBCEB 1103.1 IEB 1103.21EB 1103.3 AND THEREFORE
HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE.
HOST STRUCTURE, HAS EXISTING FASCIA.
FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
LIVE LOAP.
300'b- VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 `-, VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
9. EXISTING FOUNDATION MEETS THE REQUIREMENTS TO RESIST THE UPLOADS FOR THE
PROPOSED STRUCTURE.
10. SCREEN ROOF TYPE: N/A
11. SOLID ROOF TYPE; N A
F.1111tijal fia
HOLLOW SECTIONS S-1 NOTES
2 x 2: ---------------------------------------2" x 2" x 0.044" S-2 ELEVATIONS
2 x 2x055: --------------------------------- 2" x 2" x 0.055" S-3 DETAILS
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"
OPEN BACK SECTIONS
Ix2 ----------------------------------------- 1" x 2" x 0.040"
1 x 3: ----------------------------------------1" x 3" x 0.045"
SNAP SECTIONS
2 x 4: --- - ---- ---------------------- 2" x 4" x 0.045" Snap
2 x 4H :----- --------------------- ----- 2" x 4" x 0.060" Snap
2 x 5:--------------------------------- 2" x S" x 0.055" Snap
NUMNOW911TWO33H.,
2 x 4 SMB: ------------------------ 2" x 4" x 0.044" x 0.100"
2x5SMB: ------------------------
2" x S" x 0.050" x 0.118"
2x6SMB: ------------------------
2" x 6" x 0.050" x 0.120"
2 x 6 H SMB: ---------------------
2" x 6" x 0.072" x 0.224'
2 x 7 SNI B: ------------------------
2" x 7" x 0.057' x 0.120"
2 x 7 H SMB: ---------------------
2" x 7" x 0,072" x 0,224"
2x8SMB: -----------------------2"
x 8" x 0.072" x 0.224"
2 x 8 H SM3:- --------------------
2" x 8" x 0.082" x 0.306"
2x9SMB: -----------------------2"
x 9" x 0.072" x 0.224"
2 x 9 H SMB: ------------
-------- 2" x 9" x 0.072" x 0.306"
2 x 10 SMB: ----------------------
2" x 10" x 0.092" x 0.374"
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PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
Wr OWM
�.ervices, Inc.
5344 9tb Street
Zephyrhills, fl. 33542
Phone: (813)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 06-14-2023
I REVISION: I DATE: I
RO 1
RO 2
RO 3
job# 23060103
PROJECT ADDRESS:
NAESIDENCE
CONTRACTOR:
HARTSHORN CUSTOM CONT.
8813 VENTURE COVE
TAMPA, FL 33637
www.hcccscreens.com
n
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R
2" SPACING
WOOD MEMBER
6cIE
(MIN)(TYP)
1/4" 0 X 3" LAG SCREW
HINGE LOCATION —
INTO PRIMARY ANGLE
I
AND @ 24" O.C. BETWEEN
2" x 2" EXTRUSION —
2" x 2" EXTRUSION
\0. LAJ -
ltl�
11 COLUMNS (TYP EACH
UNLESS OTHERWISE
----,—UNLESS OTHERWISE
LLJ
(B) -1/4" 0 X 2" LAG SIDE)
�R
SCREW INTO SECONDAR
SHOWN ON S-2
HINGE LOCATION—,
SHOWN ON S-2
DOOR
tY
'T -
:)Ea) 1 " X 2" BASE
ANGLE (TYP EACH SIDE)O
OPTIONAL
<)
(SEE TABLE BELOW F ?�,'J'--�MEMBER (TYP
0
It
0 EACH SIDE)
QUANTITY)
IT -
�po
FE
PRIMARY 2" X 2"
/ / S S
SECONDARY ANGLE X 0. 125" ANGLE
LE/
/ 10 W"\
(MIN 0.125" THICK) —1
(2) #10 X 3/4" SMS(4)
#10 X 3/4" SMS FASTENING COLUMN
HINGE LOCATION—i—i
FASTENING SECONDARY TO PRIMARY ANGLE
PROFESSIONAL ENGINEER SEAL
ANGLE TO COLUMN (TYP (TYP EACH SIDE)
NOTES: EACH SIDE) olumn
ENGINEER OF RECORD
1. NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE 1X2.
David W. Smith P.E.
2. LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB. AND AN
D "\TYPICAL SCREEN
DOOR CONNECTION DETAIL
FLORIDA LICENSE NUMBER: 53608
ALLOWABLE LATERAL LOAD OF 185 LB. FOR WOOD WITH SPECIFIC GRAVITY, G=0.55.
SCALE:NTS
3. ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO WOOD MEMBERS FOR THE ENTIRE LENGTH
Thomas L. Hanson P.E.
OF THE SCREW.
FLORIDA LICENSE NUMBER: 38654
POST OR SIVIB WOOD BASE CONNECTION
(NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE)
Ian J. Foster P.E.
NOTES:
r
FLORIDA LICENSE NUMBER: 93654
OPTION #1 OPTION #2 1. OPEN BACK 1"X2"X0.045"PERIMETER MEMBER
1/4"0 x 2"-1/2 MASONRY ANCHOR
Joel Falardeau P.E.
RECEIVING CHANNEL OR SHALL BE ATTACHED TO HOST STRUCTURE W/ 1/4"0 X
IF WOOD SUBSTITUTE IDENTICAL
WOOD SCREW OR LAG 6" FROM
SM 121,
(4)#10 x 1 ANGLE EA. SIDE (typ) 2-1/2" CONCRETE ANCHOR FOR CONCRETE
INTO SCREW BOSSES
TOP & BOTTOM & @ 24" O.C.
FLORIDA LICENSE NUMBER: 70667
(.0625" THICKNESS) CONNECTION OR 1/4"X 2-1/2" LAG SCREW FOR WOOD @
1
"X2"OPEN
6" FROM CORNER & @ 24" O.C. MAX.
I BACK
Erik Stuart P.E.
ALTERNATIVE-REC. CHANNEL
2. CHAIR RAIL SHALL BE ATTACHED W. 0.062" INTERNAL
W/ ADDED UPRIGHT INSIDE CHANNEL
FLORIDA LICENSE NUMBER: 77605
OR EXTERNAL RECEIVING CHANNEL W/ (1) 1/4"0 X
FASTEN UPRIGHT TO CHANNEL FLANGES
2"X3"
2"X2'OR (2) #1 Ox 3/4" SMS 2-1/2" CONCRETE ANCHOR FOR CONCRETE
\—(typ)
W/#12X3/4` 18" O.C.
FBC Plans & Engineering
PURLIN OR GIRT
GIRT EA. LEG) CONNECTION OR 1/4"0 X 2-1/2" LAG SCREW FOR WOOD
Services, Inc.
(TOTAL 8 SCREWS EA.
CONNECTION) TO HOST & (2) 1#10 X 3/4" SMS EA. LEG TO CHAIR RAIL.
5344 9th Street
Zephyrhills, fl. 33542
TABLE
I "X2"OPEN BACK
Phone: (813)838-0735
Email:erb@fbcplans.com
CHAIR RAIL CONNECTION PRIGHT
1/4" 0
Website: www.fbcplans.com
SECONDARY ANGLE MIN Concrete Screw
S Column Anchor
(2);410 x 1-1/2" SMS MIN
\—THRU
C.O.A. - #29054
0
(4) #10 X 3/4" SMS 0.125" THICK (NOT Size
SCREW BOSS OF
FASTENING SECONDARY REQUIRED FOR 2X3 B Min. Spa
RE
QUIRED
1"12"OPEN BACK
DATE: 06-14-2023
2x3/3x3 0
ANGLE TO COLUMN (TYP MEMBER) 2x4/4x4
M OPEN BACK TO HOST
STRUCTURE DETAIL
EACH SIDE)
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DRAWN BY: Rich
PRIMARY
PRIMARY 2" X 2"
REVISION:
DATE:
X O. 125" ANGLE
(2
(B) -3/8" 0 CONCRETE SCREW (2) #10 X 3/4" SMS FASTENING
C
ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE
RO 1
ANGLE(TYP EACH SIDE) 0 0 (TYP EACH SIDE)
EXISTING MASONRY
RO 2
(SEE TABLE) 1 "
0 1 " X 2" BASE MEMBER
WALL GROUTED
RO 3
SOLID
(TYP
TYP EACH SIDE) @ CONNECTION
ANCHOR SPA.
MIN) (TYP) (1) - 3/8" 0 CONCRETE SCREW
00
00
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job# 23060103
4 ANCHOR INTO PRIMARY
X
PROJECT ADDRESS:
ANGLE AND @ 1/4" 0 CONCRETE
1/4`0 2-1/2"
3- (MIN) SCREW ANCHOR @
MASONRY SCREW 3" FROM
RESIDENCE
24" O.C. BETWEEN COLUMNS
2" x END BEAM
D & @ 24" D.C.
6316 BRADFORD WOODS DR
(TYP EACH SIDE)
NOTES:
(SEE SHEET S-2 FOR SIZE)
ZEPHYRHILLS, FIL
1. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL
2" x 2 " x 1/8" x BEAM DEPTH"
SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO
RECEIVING CHANNEL
CONTRACTOR:
CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT.
W/ (1) 1/4" x 3" CONCRETE
ANCHOR INTO WALL, &
1`X2" OPEN BACK
HARTSHORN CUSTOM CONT.
2. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD@ LOT 3/8" 0 STAINLESS STEEL CONCRETE SCREW.
(4) #12 x 3/4" SMS EACH
OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
SIDE INTO BEAM
8813 VENTURE COVE
3. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN.
NOTE: WHEN ATTACHING TO
WOOD STRUCTURES, WOOD LAG SCREW
TAMPA, FL 33637
ANCHOR DESIGNS SHALL BE OF IDENTICAL
SIZE AND EMBEDMENT AS THAT
www.hcccscreens.com
OF MASONRY ANCHOR SCREWS.
DETAILS
-'NI
POST OR SIVIB CONCRETE BASE CONNECTION rS 2 END BEAM TO HOST STRUCTURE DETAIL
(NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE)
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N.tary Public -State of Florida
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