HomeMy WebLinkAbout21-2592BAR-002692-2022!f1-]
Issue Date: 08/24/2021
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 563.80(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.
0 0 ##*A 0 I'll 111111F�,�!�� 111111 11111111 11111111 1111 4 a A. I 39��
0 1 0 1 . 0 0 * 0
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 f IT OFFICE
T W 0 U T &P-RMV--EDL-WqR-ECM QN-
111 MCI V 10I ;1 :0] ky, 171 : "MAN ". I Milk
2.10(011 zS
Permit No,
Far W 0 ?L'
state of
THE UNDERSIGNED hereby gives natice that improvement wilt oe made to certain raa( praparty, and in accord nce with Chapter 713, Flarida
the folio
Statutes, 0 U 2
2, 11-IsOniptiop of imp "Ove"lli'd
3, OwW,1rIfoMrAan,ar Lessee Inkrinarm" W ft Lasses cOntraoted brftlioprmont
---------------
Z
Interest in Property: 100%
CRY
elate
Name of Fee Simple Titleholder,
(., dffere It fromOwnerlisted above)
Address
4. Contractor, E=J i
CRY
State
Na e
8813 VentUme Cove
Address
Tampa
FL
Contractor's Telephone No.:
city
State
5. Surety -
Name
Address
0
202116659
10499TNSTR#
3K04FG30AmountofBond:
............
07/30/2021 10:18am
Page 1 of I
B. Lender:
R-Pt: 2,333307
IDS:
Rec: 10.00
Name
0.00 IT: 0.00
Nikki Alvarez —Bowles,
Address
Lenders Telephone No,:
PISCO County Clerk
Esq.
& COMPtroller
7, Persons within the State Of Florida designated by the owner upon whom notices or other document, may be served as Provided by
Section 713,13(1)(a)(7), Florida Statutes:
Name
_
Address
Telephone Number of Designated Person: tatty Ft;—,L-
8. In addition to himself, the owner designates
0I
to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes,
Telephone Number of Person OF Entity Designated by Owner.
9. Expiration date of Notice of Commencement (the expiration date may not be before the Completion Of construction and final payment to the
contractor, but will be one Year from the date of recording unless a different date, is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 71113, FLORIDA STATUTES, AND N
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB $111: BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINS LIT S, CA
FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NO C OFCOMMENCE
Under penalty of perjury, I declare that I have read the foregoingTI E COMMENCEMENT.
of my knowledge and belief. notice of comnle'ncement and that the facts stated therein are true to the best
i7kii 'D" Y
J
Signature Owner Authorized
omfflncerlDirector/Partner/Manager
Signatory's Title/Office
9 by
The foregoing instrument was acknowledged before me this ZEdaY Of%bAtM, 20
s"'. law
(type of authority, e.g., officer, trustee, attorney in fact) for
n behalf of whom instrd -nt as executed).
Personally Known 9R Produced Identiffcationk'61 Notary Signatur
T'Ype ava"Oostior'T Produced
Name
rom4f/
Ike
25 N
C— *
` PO
0' 4z
wpdatalbcs/noficecommencement C'&, tru
_pcO53048
'70'ehrwritel
OF FLO?'�`'\\\N
--3-0DA"Y OF
DEPUTY CLERK
813-780-0020 City of Zephyrhills Permit Application 210(o2-113 Fax-813-780-0021
Building Department I�RhC CA@ 'r ev) .
Date Received
��Phh,O�DeCont�acttfor P�,ermittin 3-1cl 2, 47-
111177�1 � I � - - -11`7 � X:X3:3131JLJ:X
r,� 0
341- 4314
Owner's Name Owner Phone Number 4314
Owner's AddressBE19:1y:-�oad Owner Phone Number
Fee Simple Titleholder NameE:::::::���� Owner Phone Number
Fee Simple Titleholder Address I
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID# 2 �i- 'D �15O 0 �1500
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONITR ADDIALT SIGN DEMOLISH
11 INSTALL REPAIR
PROPOSED USE El�n SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK X1rP-(/y1 OQM�4 5(yufq ronic w L2incrtAexit--, F I -1-�E I -- r?
BUILDING SIZE SQ FOOTAGE g1 HEIGHT
r1r4-T-r"rT-rT-r1r"V-
BUILDING
r] VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
1'2
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION k,
r 'C( )n) o
=GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
4, 1, 1 1 111
BUILDER COMPANY m Lo in
SIGNATURE REGISTERED Y N FEE CURREN Y/N
Address 061,,3 Vf-, r V -1 License#
ELECTRICIAN COMPANY
L-
SIGNATURe REGISTERED YIN FEE CURREN
Address License # F—
PLUMBER COMPANY E;;;;
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License #E:====
MECHANICAL COMPANY E
SIGNATURE REGISTERED ;;; FEE �CURREN���
Address License #E====
OTHER COMPANY E;� FEE C�URREN
SIGNATURE REGISTERED
Address License #
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 dumoster; 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 & 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
If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same,
*VER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department `
� • � ■ + + �, - •.. i _ � ♦^ * _ ♦». r is • .:.. ,.
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authorityother 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
i. or • provisions of the technical codes,• .: permit prevent the Building Official
authorizedthereafter requiring a correction of errors in plans, construction or violations of any codes. Every pennit issued shall become invalid unless the work
by perrnit is commenced ! of permit issuance, or !rk authorized by permit is suspended or • !
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.
E ,.
�. Sao ;• *-01 • ! •Idly19
•- r • • » '19fit
as ♦ientification.
x
°> Notary Public
C mission No.
6
Name of Notary typed, printed or stamped
Subscribed and sworn to (or affirmed) before me this
b
identification.Who -is/are personally known to me or has/have produced
as
RoMMMM
Notary Public
8813 Venture Cove Contract
HARTSHORN Tampa, FL 33637 CF[Coeo82
IEP ECT 010S !UR E!S CUSTOM 813-620-0931
CONTRACTING T.mpa@greatdayimprovements.com
Date 20
1, we hereby accept your proposal to furnish all labor and material necessary to perform the following work on the premises of the
Owner
located at
in the City of state of zip Phone
Customer email address Ll_ _01 I Phone
Sales representative 11�,ill_L�License# (It applicable)
This contract shall be considered non -cancelable after legal cancellation period has expired,
THE WORK TO CONSIST OF:
[!(See scope details outlined in the Project Proposal,
Work to start approximately_2_1�_ _11Z. weeks from the date of this contract and to be completed approximately weeks after
commencement if not delayed by building permit, delivery of materials, weather, strikes, fires, or other conditions beyond Seller's control, The
completion date is not of the essence.
Single -glazed and non -thermally broken sunroomrs with insulated glass are NOT designed to MAINTAIN temperature, but rather
assist with heating or cooling performance.
(customer InAws)
Contract Price
Down Payment
Due Upon Foundation
Due Upon Measure
Balance Due Upon
Substantial Completion $--44-3-1 —Q
Source of Sale
".1 "; i Iaa&J-LEAAMw 00=1.112AR"
CANCELLATION PERIOD HAS EXPIREM
Subject to the terms and conditions which appear on the FACE of this contract, as well as the separate Terms of Sale and
applicable state addendum. Customer acknowledges receipt of a copy of this contract (4 pages), state addendum (if required),
product warranty and duplicate notices of cancellation. -_ l—t—v INSP4
"You, the buyer, may cancel this transaction at any time prior to midnight of the third b ! usiness 'day after the date of this transaction.
See the attached notice of cancellation for an explanation of this right." "I
Date Down Payment Received (Customer signnkro)
By
(signature (Customer Signature)
CORPORATFOFFICF872OHighlaMgoad EIMace o.OH4405818DO-230-8301
GREATDAYIMPM)VEMfNTS COM I PAnCENCLOSURES COM I STANCKWINDOWS,Com
PLOT PLAN
Et CRIPTION:(AS FURNISHED)
LOT 9, 13 OCK 15, ZEPHYR LAKES SUBDIVISION PHASE 2D
AS RECORDED �N PLAT BOOK 82, RAGE(S) 2-64, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
ON LOT CALctAATxm
LOT
5,927
SO. FT
UVe,NGi AREA
ar T,672
SC. FT,
OARAOE
432
SO, FT,
ENTRY
38
SQ. FT,
LAN
Be
SEL FT,
BEAT%&).
C
$O. FT.
DMVEWAY
40
% FT.
A/C PAID
m Q
SG, FT.
WALKWAY
28
SQ. FT.
IMPERVIOUS
45X
2687
So. FT.
® 3,740
SCL FT.
OFF LOT Ak,CULA NS
R*fT OF WAY
- 587
SQ FT,
DREVE APRON
- 133
SEE, FT,
PUB S{'
- 243
S€' FT.
SOD-
200
so, FT.
TO
AREA
. 6,514
So, FT.
Ems` 'd7AY
- 542
SO, FT,
SOE ALL,
- 273
SO, FT.
SOD
. 3,449
SO. FT,
FRONT, 2O°
CARACE. 2S"
SIDE STREET; 15'
NOTES:
I. PROPOSEa ELEVATIONS SHOWN HEREON ARE
EASED ON THE APPROVED EWNEERING PLANS
PREPARED BY HAMILTON ENGINEERING &
SURVEYING INC
2.. ELEVATIONS ARSE' BASED ON NAVD 1;965
DATUM,
PLATT Ffl
8' ISTSIOW WA I
lyreR so n4 4 aNA
R ^-
Ca 3a G1QTPtiI CAtE._.
a 15 30
.-,-. —DWLMNG SETBACK UK
CCNXRLM
---- - -. €SGHT or WAY UINE
mpO$00 ELEVATION
PRQPcOWD DRAINAGE,: fl0W
CONCRFTC
N OF
t A/C AIR CONTUTONER
aIL1 tiN S/W &DMLK
S,AND LAYOUT SHOW HEREON PRIOR TO ANY
;Tlcft
THIS IS NOT A. SURVEY
HIS IS A PLOT PLAN ONLY
m
X ATr'9NO SAS S.
EAMOS SHOWN %k£'S3EON ARE BASED ON Ttt SWTHEASTERLY I.>
P'LCT6 D, RLOCX n,S BAG 51'6"E8'21*W PLAT,
i
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DffiIta �Gherrra BaxSfRraB
b'nrard £
C7 "�3.10
'E3tB �Y'
22D 54". .. 5Y29392"E
9S �gmmt
25DS.44
t175,00'
i9YgY111" 566'13 SA"£
4.#B
'9 147.711
t1I'll ,DO
#8'04'51 988'01111
247.10
CT@<n. 97,EB`
i179.Ltli°
8`,,!-4L £ innooe
ST„8B°
Pt PONT OF WTERREOPON
PC PONT OF CURVATURE
ar POWT O TAWNCY
RP RADWS PW41
PRC PONT OF REVERSE CURVATURE,
pcp PtRMANENT CONTROL PONT
TYP TYPICAL
CS CONCRETE SLAB
R) PER PLAT
CALCUL.ATF,.°D
m KAT DOC
GES
$0, FT. WARE FEET
F.E,N.A, @'EDERAL. EMERCENCY MANADEMENT ACENCY
FA,#,M. FLOOD INSURANCE BATE MAP
NAVD NORTH & fE"RICAN V€NiA DATUM
D&UE DRANAGE & LBtiLITY EASEtAENT
DAAE DRA.INAC.E & ACCESS EASEMENT
DE DRAINAM CASEMENT (PRIVATE)
UE UTUTY EASEMER1 (PUBLIC)
t
NO UNDERGROUND NPRQVEMENTS HAVE SEEN
LOCATED EXCEPT AS SFiGM4
NOT VALID WITHOUT THE AUTHENTIC
ELECTRONIC SIGNATURE AND THE AUTHENTIC
ELECTRONBC SEAT. OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
JAMES W. BOLEMAN P
General Dates
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, 43 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
T 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 1,- ASTM C 150).
AGGREGATES - #6 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.
R. MASONRY:
LCONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASEI? 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:
1. 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 1-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 MANUAI:
PREPARED BY THE ALUMINUM ASSOCIATION,
INCWASHINGTON 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:
1. 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, HLLTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
S. 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.
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 #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 OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE (CHAPTERS 16,20 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
S. VIF -- VERIFY IN FIELD
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 7TH EDITION
R 4501.17.1 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
5. 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.
7. I"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"X2"X0.055"
MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
JOB DESCRIPTION: SCREEN ENCLOSURE
I. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
135 MP11
NOMINAL DESIGN WIND SPEED Vasd:
108 MPH
2. RISK CATEGORY:
1
3. WIND EXPOSURE:
C
4. WIND LOADS:
SCREEN ROOF: 10 PSF
SCREEN WALLS: 35 PSF
SOLID ROOF (SCREEN WALL): N/A
5. THIS STRUCTURE COMPLIES WITH FBC EB 1103.1IEB 1103.21EB 1103.3 AND
THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE.
HOST STRUCTURE HAS EXISTING FASCIA.
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
T FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
8. LIVE LOAD:
300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
9. PROPOSED 4" CONCRETE SLAB, W/ VX8" LINEAL FOOTER W/0 #5 ,3000 PSI CONCRETE
W/ 6"XV-41 OWWM OR FIBERMESH OVER 6" MIL POLYFILM W/ EDGES LAPPED 6" &
TAPED, OVER CLEAN COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
10. SCREEN ROOF TYPE: MANSARD
11. SOLID ROOF TYPE: NJA
/:11111►1iiii U :: ' U U
HOLLOW SECTIONS
2 x 2:---------------------------------------
2" x 2" x 0.044„
2 x 2xOS S:
--------------------------------2" x 2" x 0.055„
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
1 x 2:----------------------------------------
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 5" x 0.055" Snap
SELF MATING (SMB
2 x 4 SMB:------------------------2" x 4" x 0.044" x 0A 00"
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 6 H SLIB:---------------------
2" x 6" x 0.072" x 0.224"
2 x 7 SMB:------------------------2"
x 7" x 0.057" x 0.120"
2 x 7 H SMB:
---------2" x 7" x 0.072" x 0.224"
2 x 8 SMB:------------------------
2" x 8" x 0.072" x 0.224"
2 x 8 H SN1_B:---------------------
2" x 8" x 0.082" x 0.306"
2 x 9 SMB:------------------------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"
I�,i�l��[Y.y(fl►/\If�l�[lif�l�l�ii9
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Email: erb@Ibcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 07-15-2021
18 3 0 1. I►i
REVISION: I DATE:
RO 1
RO 2
RO 3
Job# 21062123
PROJECT ADDRESS:
RESIDENCE
7979 BROAD POINTE DR
ZEPHYRHILLS, FL
CONTRACTOR:
HARTSHORN CUSTOM CONT.
8813 VENTURE COVE
TAMPA, FL 33637
www, hcccscreens.com
NOTES
z
—IN
0
lx2
X 2
—IN .4Z.-
0 Ri 'Cl)
DOOR X
2x2 CID
1x2
0
2x2x,050
A2x2x.050
CD
In
(typ) In
CD
In
(typ)
C
CD
CD
CD
X
In
X
Ln
X
X
U-)
cuX
2x2x.050 od
(�jX
2x2x,050
(typ)
1
6 — 102
(typ)
Z�11
'3+1
(typ)
— --- — — — — — — — — — — — — — — — — — — — — —
NIITES DOIIR LOCATION(s) TEI BE DETERMINED LIN SITE, IT IS
UNDERSTOOD THAT ALL SCREEN ENCLOSURES WILL HAVE AT
LEAST ONE DOEIR, THE LOCATION OF THAT DOOR MAY BE
DETERMINED ORADJUSTED ON SITE DUE TO SITE CEINDITIONS—AS-
LONG AS NE PRIMARY STRUCTURAL COMPONENTS ARE DELETED,
IF
17k,
1 X 2
I
PROFESSIONAL ENGINEER SEAL
2x4x,060-_�
ENGINEER OF RECORD
David W. Smith P.E.
DOOR
Q0
FLORIDA LICENSE NUMBER: 53608
2x4x,000
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal P.E.
Ln
0i
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
Co
0
X
I
FLORIDA LICENSE NUMBER: 70667
M
X
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
1 x 2
6272 Abbott Station Drive Unit 101
r sr
Zephyrhills, fl. 33542
Phone: (813)788-S314
Fax: 1-(866)-824-7894
PROPOSED 4' CONCRETE
SLAB
Email: erb@fbcplans.com
Website: www,fbcplans.com
w/8'x8' LINEAL FOOTER
TYP,
C.O.A. - #29054
DATE: 07-15-2021
DRAWN BY: DRAYTON
NITER SHALL NOT AFFECT
EGRESS,
I REVISION: I DATE: I
RO I
RO 2
RO 3
Job# 21062123
I!'ROJ E CT AD D RE S S:
RESIDENCE
W -21Ah 1Ak1h&*JQM *AiL
CONTRACTOR:
HARTSHORN CUSTOM CONT,
8813 VENTURE COVE
TAMPA, FL 33637
www.hcccscreens.com
3/16" ALUMINUM GUSSET
1" X 5" OR 7" X6" WIDTH EXTRUDED
2" x _PURLINS (SEE A-1
PLATE B #14X 3 4" SMS
/
GUTTER BRACKET(THICKNESS OF LEG
NOTE: "x"SHALL 6E EQUAL TO THE PRIMARY BEAM DEPTHFOR
SIZE)ATTACHED TO
@LAG SCREW SHALL BE 0.125"MIN.
(4) 1/4" 0 X 2" EMBEDMENT WOOD
iN wcxEs I LE. A 2x5 PRIMARY BEAM, (H) [x) _ (6) I
Y�� k � E
BEAM w/MIN (4) #10 x 1 �'
LONG LEG SHALL BE 0.072" MIN)
SCREWS @ BRACKET & (1) SCREW
OPTIONAL: 1"X2"OPEN
#14 X 3/4"SMS
"
SMS
s a ® • ���
@ EACH BEAM W/ (4)#14X3/4" SMS 1"
@ 12" O.C. MAX
BACKATTAC:FIED TO HOST
(H)-
_
SPA. INTO GUTTER LIP
W/ (1) 1/4"0 CONCRETE
ATTACHING ANGLE TO BEAM
EXISTING HOST STRUCTURE
SCREW OR LAG WITHIN 6"
EACH SIDE (1" MIN. SPACING)
•
e
m e✓
OFBEAM &@24"O.C.MAX
BETWEEN BEAMS
-
j"y
s Sti
�
��
• a ® s a
EAM/PURLIN
�\
'
®
(SLOPED OR
FLAT) �®
o
BEAM/PURLIN
VN�Y
7(SLOPED
2` X 2 X 1/8
ANGLE EACH SIDE
S" SNAP SUPER
OR
O FLAT)
v
NOTES:
W/ (4) #14 X 3/4 FOR
GUTTER
AP
(B) - 1/4' 0 CONCRETE SCREW
O
O
PROFESSIONAL ENGINEER SEAL
BEAM (4) #12X3/4"
VCFASZT'IN
W/1-1/2„EMBEDMENT INTO
O j
1. "N" NUMBER OF SCREWS IN ANY
FOR PURLIN
NG NOT REQUIRED)
MASONRY (1-1/2" MIN. SPACING
DIRECTION (EXAMPLE N=5 FOR 2X6 BEAM)
1" X2" X 1/16"
OR
3
ENGINEER OF RECORD
BEAM
"B„
„N„
"Sl"
"S2„
2X4
12
4
3/4'
1-L"
2X5
12
4
3/4'
1 z"
2X6
16
5
1"
1"
2X7
20
6
1
1
2X8
24
7
1"
1-4"
2X9
24
7
1"
18"
2X10
28
8
1"
14"
2. TOTAL NUMBER OF SCREWS PER JOINT
RECEIVING (Z) #14 X 3/4" SMS (typ) EA. SIDE
(B)- 1/4" 0 X 2" LAG SCREWS
EQUALS 4 TIMES "B".
CHANNEL (4) #14 X 3/4" SMS INTO GUTTER
INTO WOOD (1" MIN SPACING)
SLOPED OR FLAT'
P
David Seth . E.
3. PLATE WIDTH SHALL BE DETERMINED
EXCESS BEAM X 2" SCREW FASTENING ANGLE
(TYP 2 LOCATIONS)
ROOF BEAM (SEE
FLORIDA LICENSE NUMBER: 53608
FROM ANGLE OF BEAM AND MIN. SPACES
I" X
O 1
MAY BF. TRIMMED TTO " X 2" SNAP (typ EACH SIDE)
"B"
NOTES:
SHEET S-Z FOR SIZE)
REQUIRED.
BEAM
2"X2"X0.125"ANGLE
Thomas L. Hanson P.E.
4, GUSSET PLATES MAY BE INTERNAL OR
NOTES:
1. THE MINIMUM EDGE
EXTERNAL.
1. FASCIA SHALL BE SECURED TO RAFTER TAIL WITH (1) -1/4" O X 4" LAG SCREW
2x4 1
DISTANCE IS 3" FOR MASONRY
EA. SIDE OF BEAM
FLORIDA LICENSE NUMBER: 38654
S. INTERNAL SCREWS FOR PURLIN
PRIOR TO GUTTER INSTALLATION.
2x5 2
STRUCTURES.
EXISTING HOST STRUCTURE
CONNECTION MAY BE INCLUDED IN
2. A 7" GUTTER MAYBE USED PROVIDED STRAP LENGTH IS INCREASED 2" IN
2. IF A RECEIVING CHANNEL IS
(CONCRETE, GROUT FILLED
�7
Myron Max Neal P.E.
TOTAL NUMBER OF SCREWS.
LENGTH.
2x6 2
USED, USE TWICE THE NUMBER
CMU OR WOOD)
6. GABLE SPLICE HAVE THE SAME PATTERN.
3. HOST STRUCTURE SHALL HAVE 2X4 ROOF TRUSSES (MIN) @ 24" O.C. (MAX) WITH
2x7 3
"B" ANCHORS INTO THE HOST
FLORIDA LICENSE NUMBER: 86663
TMINIMUM EDGE DISTANCE REQUIRED 1/2"
2`-0" OVERHANG (MAX) FOR PRIMARY BEAM TO GUTTER CONNECTION.
STRUCTURE,.. ALL MINIMUM
2x8 3
SPACING SHALL BE APPLICABLE.
OPTION #1
OPTION #2
Joel Falardeau P.E.
BEAM SPLICE GUSSET DETAIL TYPICAL
S - 3 SCALE: NTS
A BEAM TO GUTTER & BRACKET CONNECTION DETAIL,
S _ 3 N.T.S.
2x9 3
A BEAM TO HOST TO CONNECTION DETAIL
ZX10 4--_-__._ :
SCALE NTS
S - 3
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
-
FLORIDA LICENSE NUMBER: 77605
----
---
FBC Plans & Engineering
Services, Inc.
ROOF BEAM
6272 Abbott Station Drive Unit 101
EDGE. MEMBER
OR PURLIN
Zephyrhills, fl.33542
1-1/2" X 0,0625" PLATE (12) - 412 X 1" SCREWS
OR PURLIN
(FLAT OR SLOPED)
Phone: (813)788-5314
(TOP OR BOTTOM) @ 1" SPACING
(2) #10X4" SMS INTO SCREW
(SEE S-2 FOR SIZE)
Fax: 1-(866)-824-7894
BOSSES FOR EDGE MEMBERS
Email: erb@fbcplans.com
Website: www.fbcpians.com
Ulm
C.O.A. - #29054
PURLIN Z" X 2" EDGE BEAM
----
-----------
I I
1
� --
DATE: 07-lS-2021
(2) #10 X 3" SMS INTO
---------------------
®
rim �i
DRAWN BY: DRAYT❑N
1" X 2" FASTENED TO COLUMN SCREW BOSSES CONNECTING
®
i i
0.0625" 6063-T6 FLAT PLATE
Q lw
WITH (2) #10 X 1-1/2" SMS EDGE BEAM TO PURLIN®�
DIAGONAL
'
W/ (12)#10X3/4° SMS
REVISION:
DATE:
RO 1
INTO SCREW BOSSES FOR
®® i i (MIN. 1/2" EDGE DISTANCE)
MEMBER
® 0
SMB OR SNAP COLUMN
I
RO 2
x0
I i
0
E
RO 3
COLUMN
I I
EDGE MEMBER
2"x2"x2" W/ (12) #14 0/4"
VY'xIO"
job# Z 1(}62123
1" X 2" SNAP
i
OR PURLIN
SMS EA. LEG RECEIVING
j
CHANNEL ROOF BEAM TO BEAM
PROTECT ADDRESS:
j
CARRY BEAM (2X4 SMB & 2X5
RESIDENCE
SMB (10) #14 REQUIRED)
7979 BROAD POINTE DR,
NOTE: A RECEIVING CHANNEL (1/16"
I I
FOR PURLIN (4) #14 REQUIRED)
ZEPHYRHILLS, FL
THICKNESS) WITH (4) #10 X 3/4" SMS AT EACH
NOTE:
CONNECTION MAY BE USED IN PLACE OF THE
CONTRACTOR:
(2) #10 X 3" SCREW BOSS CONNECTION.
1. 3"X8" CARRIER BEAM SIMILAR CONNECTION.
HARTSHORN CUSTOM CONT.
8813 VENTURE DOVE
E
ROOF BRACING CONNECTION DETAIL
3
ROOF BEAM I URLIN TO CARRIER BEAM CONNECTION
TAMPA, FL 33637
C SLOPED OR FLAT PURLIN UPRIGH'I' DETAIL
S-3
SCALE: N.T.s.
W�,W hcccscreens.com
DETAILS
S_ SCALE: NTs
S_3 SCALE: NTS
SECONDARY ANGLE MIN
0.125" THICK (NOT
UPRIGHT
(4) 910 X 3/4" SMS
_
REQUIRED FOR 2X3
FASTENING SECONDARY
MEMBER)
ANGLE TO COLUMN (TYP
PRIMARY 2" X 2"
EACH SIDE)
X 0.125" ANGLE
(2) #10 X 3/4" SMS FASTENING
(B) -3/8" 0 CONCRETE SCREW
_
COLUMN TO PRIMARY ANGLE ��
ANCHOR INTO SECONDARY
r'
-
9
-
(TYP EACH SIDE)
TYP EACH SIDE) (SEE
c5 r
-
1" X 2" BASE MEMBER _ _
(TYP EACH SIDE)
C
d'
TABLE)
-----PAVERS
`
'
�-
(1) - 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4 0 CONCRETE
ANCHOR SPA
SCREW ANCHOR @
24 D.C. BETWEEN COLUMNS v (MIN) (TYP)(SEE TABLE)
(TYP EACI•I SIDE)
I
3` MIN
( )
2-3/4' MIN. EMBEDMENT
OPTION #1
OPTION #2
HINGE LOCATION —-
('
(4) #10 X_3/4" SMS
OR
SECONDARY
SECONDARY ANGLE MIN
(4)#10 X 1 �Z" SMS
RECEDING CHANNEL
.
FASTENING SECONDARY
UPRIGHT
0.125" THICK (NOT
REQUIRED FOR 2X3
INTO SCREW
OR ANGLE EA. SIDE (typ)
2" X 2" EXTRUSION—
To COLUMN TYP
BOSSES
(.0625" THICKNESS)
2
2" x 2" EXTRUSION
EACHs1DE)
MEMBER)
PRIMARY 2"X2"
UNLESS OTHERWISE
UNLESS OTHERWISE
X0.125"ANGLE
___-- __—_-
O -____ ------------
SHOWN ON S-Z
SHOWN ON S-2
SHOWN
(B) -3/8" 0 CONCRETE SCREW
(2) #10 X 3/4 SMS FASTENING
HINGE LOCATION
DOOR
ANCHOR INTO SECONDARY
COLUMN TO PRIMARY ANGLE
-------------------
®-----------------
OPTIONAL
PROFESSIONAL ENGINEER SEAL
ANGLE(TYP EACH SIDE) (SEE
0
(TYP EACH SIDE)
TABLE)
0
1" X 2" BASE MEMBER
C 0------ (rYPEACHSIDE)
ENGINEER OF RECORD
ANCHOR SPA
(1) - 3/8' 0 CONCRETE SCREW
2"X2" OR 2"X3"
(2) #10x 3/4" SMS
(MIN) (TYP)(SEE TABLE)
ANCHOR INTO PRIMARY
AND CONCRETE
PURLIN OR GIRT
(typ) EA. LEG)
n q P.E.ANGLE
David Y Y . Smith E
@ 1/4" 0
3" (MIN SCREW ANCHOR @
( TOTAL 8 SCREWS EA.
FLORIDA LICENSE NUMBER: 53608
Column
Size
3/8" 0
Concrete Screw
Anchor
B
Min, Spa
2x3
2x4
2x5
1
3"
2x6
1
4"
2x7
1
2x8
2
3"
2x9
2
4"
2x10
2
4.5'
24- O.C. BETWEEN COLUMNS
2-3/4" MIN. EMBEDMENT (TYP EACH SIDE)
NOTES:
CONNECTION)
HINGE LOCATION
Thomas L. HansonP.E.
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
.
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2, MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2-3/4"ATAT ALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT'CONNECTIONS SHALL BE OFSUFFICIENT
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
H PURLIN OR GIRT TO BEAM OR POST DETAIL
FLORIDA LICENSE NUMBER: 38654
}�/[ Max}��
Myron MNeal P.E.
�_/I SCALE:NTS
`Y
WHEN A PAVER DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED
HEADS LOT 3/8" 0 STAINLESS STEEL CONCRETE SCREW. OTHER SIZE
rD_'�TYPICAL SCREEN DOOR CONNECTION DETAIL
FLORIDA LICENSE NUMBER: 86663
S-4 J SCALE: NTS
OR TYPE OF ANCHORS SHALL NOT BE USED.
4.2X3W/1X2 CORNER POSTSHALL REQUIRE SAME BASE
Joel Falardeau P.E.
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5 WHEN CONNECTING T"0 WOOD USE IDENTICAL SIZED WOOD LAG
FLORIDA LICENSE NUMBER: 70667
6.2X2 MEMBER USES PRIMARY CONCRETE CONNECTION ONLY.
2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
s_4 SCALE: NTS Erik Stuart P.E.
--- - --- - FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
(4) - 3/8" 0 CONCRETE 2 ' Services, Inc.
SCREW STAGGERED W/ 2-3/4" `-..� 6272 Abbott Station Drive Unit 101
EMBEDMENT -- i• _ Zephyrhills, fl. 33542
(MIN. EDGE DISTANCE=3" ----- — _---__— --- -_
— — -------- ---- Phone: (81.3)788-5314
MIN SPACING 2")' --� — 51� Fax. 1- 866( )
N -824-7894
10, Email: erb@fbcplans.com
g,_�Y ,I .O Oxs z w/(s)#14xs/4 �N Website_www.fbcplans.com
0 O SMS IA I o RECEIVING N C.O.A. - #29054
2 ' CU tI O CHA'1NELPORCONTINUED ear
0 0 BEAM (IP REQUIRED) �� W
GRADE DATE: 07-15-2021
O O
CA,t O O O O O O O i O g" `d a DRAWN BY: DRAYT[]N
3"x1O" POST & BEAM I _---------- --
----------- ----------------------- -------- --
- -- -- - --- 1 #5 REBAR CONTINUOUS W 25" REVISION: DATE:
24 #14 x 3 4- S 8"
Z"x3"x2" W/ (8) #14 x3/4" (3"X8" REDUCE � 3"x10" �
SMS EA. SIDE UPRIGHT EXPONENTIALLY) 2"x3"x2" W/ (8) #14x3/4" I PERPENDICULAR ( ) / OVERLAP AT ALL JOINTS ON 3"
SMS EA. LEG RECEIVING O SMS EA LEG
INTO RECEIVING CHANNEL (� �0 BEAM (SEE TABLE) CHAIRS RO 1
CHANNEL (I CONTINUED (IF REQUIRED)
TOP VIEW BEAM (IF REQUIRED) N' 0 [ RO 2
#OF SCREWS�� I
I 3"x10" 3"x 8" \\�\Q� N� .I25" GUSSET PLATE RO 3
EA
SIDE INTERNAL
zx3"x2" W B #14x3 4" (�xXSo° PEosD�& BEAM S PER -SIDE PER -SIDE O O NOTES FOR ALL FOUNDATION TYPES job# 21062123
� O
1O / S1 6 _6 3x1o'PosT&SEAM
SMS EA. SIDE UPRIGHT EXPONENTIALLY) O ' PROJECT' ADDRESS:
INTO RECEIVING CHANNEL ;' (4) -3/8° 0 CONCRETE — --- —s � �� O 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
SCREW STAGGERED w/z-3/4" 48 4° _� 1. BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE RESIDENCE
EMBEDMENT TOTAL#_ TOTAL It SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING !979 BROAD POINTS DR,
�� (MIN. EDGE DISTANCE =3" 96 1— 80
(; O d 0 O 11 MIN SPACING 2") OF CONCRETE, ZEPHYRHILLS, FL
NOTES: 2. THE SLAB/FOUNDATION MUSTBE CLEARED OF ALL DEBRIS, AND
® 3 1. INTERNAL GUSSET PLATE SHALL BE NO LESS THAN .125" 6005-T6 OR 6061- TO. COMPACTED PRIOR TO POURING OF ANY CONCRETE. CONTRACTOR:
d a c o A 2. WHEN PERPENDICULAR BEAM OR CONTINUED FACE BEAM IS REQUIRED, USE A25" 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. HARTSHORN CUSTOM CONT.
v 4 MINIMUM (8.25"X2.5"x2") RECEIVING CHANNEL & SHALL BE ATTACHED W/ (8) #14 x
v A 3/4" SMS ATTACHING CHANNEL TO POST & (10) #14 x 3/4" SMS TO BEAM EA SIDE. 8813 VENTURE COVE
3. IF BEAM SPLICE IS REQUIRED USE 3/16" GUSSET PLATE_, 24" STRAIGHT W/ SAME K TYPE !I MONOLITHIC SLAB/ FOOTING TAMPA, FL 33637
2" (min) AMOUNT OF SCREWS.®� SCALE: N.T..B. www.hcccscreens.com
FRONT VIEW G2 PICTURE WINDOW (3"x10" & 3x8") CONNECTION DETAIL DETAILS
G 1 3"X10"& 3"X8" POST CONNECTION DETAIL S-Q SCALE: NTS
S SCALE: NTS
Y -4