HomeMy WebLinkAbout23--6533Address: 6637 Cobble Bliss St
ZEPHYRHILLS, FL 33541
it of Zephyrhills
t
5335 Eighth Street
611
1,11 "0, "1 "#
0,tt
Zephyrhills, FL 33542
BAR-006533-2023
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 08/08/2023
Building Valuation: $2,796.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $2,799.00
Total Fees: $80,97
Amount Paid: $80,97
Date Paid: 8/8/2023 12:45:52PM
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
!1 11111147101 111TF1111 11 1 1 1 1 1 1 1 1 1 1
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
1A
CONTRA TOR SIGNATURE PE IT OFFICEj
PE IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
10, FAU
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department )3 05.33 (
Date Received 1,- "1,
Phone Contact for Permittin q15-$aw
Owner's Name ri � � Y� s�' � `4� 3,) � O er Ph®ne;Number �� " x * 2
Owner'sAddress o I_ C b 0lfia I � Owner PhoneNumber
Fee Simple Titleholder Name � Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT,'#'
SUBDIViSION i l �! ��`G�i ��� �� � PARCEL ID#
(OBTAINED FROM PR6PERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
E5 INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
PE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTIt?PI`OF WORK f� e °Y 1 l ano t �Mx� �(YJe ) � " }()
BUILDING SIZE [:::::::=SO FOOTAGE= HEIGHT
BUILDING t VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESS ENERGY WA.E.C.
PLUMBING
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONSFLOOD-'ZONE AREA=YES NO
BUILDER s � y COMPANY
SIGNATURE ) ._ „ ��, REGISTERED Y/ N FEECURREN_ Y1,N
Address 13 vwvvbC"Ovu License #
RCIAN : COMPANY
ELECTRIC
C REGISTERED Y / N FEE CURRER Y / N
SIGNAAddress License #
PLUMBER COMPANY
SIGNATURE REGISTERELD Y / N FEE'CURREh
Address License #
MECHANICAL COMPANY
SiGNATURE REGISTERED ' Y/ N FEE'CURREN Y./=N
License #
Address
OTHER: COMPANY
SIGNATURE REGISTERED Y / N, FEE CURREN Y / N
License #
Address
f 1 I it 1 1 1_ f t 1. f 1,1. 1' !d 9 1 91- 1 1t` f
RESIDENTIALAttach (2} Pldt Flans; (2}'sets o Bung Plans; (1;}set of energy Farms; R�OaW Permit #or new construction,
RESIDENTIAL
Minimum ten (1tl} working days after subrri)ttal'dafe.-Requireifonsii'e, Cdnsiruction Plans; Stdrmwater Plans w/ Sllt Ferree.instailed,.
S unitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach {2} complete sets of Building Plans plus a Life Safety, (1 } set of Energy Forrr!'z. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal Aate._ Required;.onsite, Con stnacHon iai requirements
irementsStormwam Plans et Silt Fence. installed,
Sanitary Facilities & 1 dumpster. site Work Permitfor all new projects. All commeroiat 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, Qa 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
OVER THE COUNTERPERMITTING (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
BRANCH:
TAMPA*greatcayimprc)venieiits.con) 1813-620-0931
ORLANDO@greatday,,-nprovements,00m 1321-204-3754
FORTMYERS@greatdayirnpiovenietits.com 1239-236-3366
Contract
FLORIDA REGION
QRi
I i 7-
Date f;, ;2 (1,' v 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
Phone
Sales representative A, License #
(if 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 Protect Proposal.
assist with heating or cooling performance,
(CL.StOnlel Initials)
PERMIT LOCATION Source of Salo
Contract Price
2
THE DOWN PAYMENT SHALL BE A
NONREFUNDABLE DEPOSIT ONCE THE THREE-DAY
Down Payment
$ --------
- -
CANCELLATION PERIOD HAS EXPIRED.
Due-Upon-Fvuridattibn
$___
—1
THIS CONTRACT CONSTITUTES THE ENTIRE
Due Upon Measure
$
( ,� 4 —
UNDERSTANDING OF THE PARTIES.
Ta
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 nofices of cancellation.
"You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction.
See the attached notice of cancellation for an explanation of this right."
Date Down Payment Received
By
FgrFtL e of Sales Representative)
Great Day I conponATE OH'ICES 720 HIghland Road r !Macedonia, OH 44056 1 888-4135B-0700 IiII'Ll 2aa:1
Improvements
INSTR#2023107400OR BK10836PG7 68 page 1 of 1
06/14/2023 10:22 AM Rcpt: 2594161 Rec� 10.00 DS: 0.00 IT� 0,00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
'11OS300,z
& Owner InfionneW or Unew InfiumalJon ff the Lame =*acted ter me Impavemant
13
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CWMdM% TeeMane Na
state
City
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--7
7. Pentans V�ftfl the State Or FIWW deo*Mftd by Me MW Open WM ft~ W WW ftmnWft may be Oftyw W pmvided by
Section 713.13(1)(4)(7), POWs SWUAW 0 --r -Z
C-1 jz' LU
-1 Ln
Name
LL 0
Addreas >- LU U- 0-'
Tel"Awto Nmbff of D"Weded Fawn: z U-
A. te addRian b hhwalf, Me ovmr desigmtee of— 0 <
to receive a oM of ft Usnaft Nodes as pmvWed In 88011W 713,13(1)ft FWAS StWWs.
TWaplum Ntobar of Pemn or E" Des%mated by Owner C)
X r.L c
0. Expireflint date of Native of Carnmetmernwit (the aMhftrt dide may not be befam ft acmtplal�m of canabuafton and ffnw pryment in
contractor, but aQJ to am year from the data afrowdrg wW= a d0went date to spocIfted):
FU
0 N Of
M OF
Under Penalty d pe", I detdare $91 haaa mad ft I=WhV rmdm of ownmencemeet wW said to facts dated am to ft. beat
of my kuw4it" aml waf, 40 x C- z-
STATE OF FLORIDA
COUNTY OF PASCO
"rho foragoin9jes"to was admovdadged befus me ft dsy of —MDA, M�g by
J-
Efl9kProfted'i
Type of IderAcatan Produced
KAYLA RHEA
Notary Public ' tStets of Florida
Commission # HN 202396
My Commission Expires
Wo4ember 28, 2026
BOUNDARY & AS -BUILT SURVEY
DESCRIPTIOW (AS FURNISHED)
LOT 8 BLOCK 10, SILVERADO RANCH SUBDIVISION PHASE 5B
AS RECORDED IN PLAT BOOK 81, PAGE(S) 69-73, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA
I v"Isov
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9
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DER
ADDRESS: BLOCK LOT 7 10
Si i a .... 6637 COBBLE BUSSTREET lk4
rtFHYRHlLS, FLORIDA 33541 �)wll
FOR THE BENEFIT AND
EXCLUSIVE USE OF.
CHI TITLE OF FLORIDA. INC,
D I MORTGAGE COMPANY LTD,
aaecr io DHHI I
ITUE INSURANCE COMPAN wY
ANTHONY MICHAEL FASIO & SHANICE SAVANNAH FABIO
NOTES:
1, ALL DiREC*90NS AND DISTANCES HAVE BEEN FIELD
VERIFIED. INCONSISTENCIES HAVE BEEN NOTED ON THE
SlJRwY' IF ANY,
2, PROPERTY CORNERS SHOWN HEREON 'ACRE
SE
SHY FOUND ON 11-22-2Z UNLESS OTHERWISE
'AN
3 THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR CASEMENTS. RIGHT OF WAY
RESTEECTIONS OF RECORD WHICH MAY AFFECT lk
'Ira OR USE OF THE LAND,
4 NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED
5 TIES SHOM HEREON ARE NT TO
USED BUILDING To RECONSTRUCT THE BOUNDARY LINES. BE
6 ELEVATIONS ARE BASED ON PASCO COUNTY
BENCHMARK P P 678, ELEVATION 99.82' NAVD 1980
ZAIUM
7, TREES SHOWN HEREON WERE IDENTIFIED AND
PCSTIDNEO BY THE CUNT AFTER THE COMPLETION
OF THE LANDSCAPINGAND NOT BY SURVEYOR
AT THE rME THAT NIS FINAL SURVEYS WAS
PERFORMED IN THE fTELD ON 11-22-22.
1,��locw"Tf
, HF. '. "".0 YK F'AW PAR go MAY0 SEPTmak 29. 2mll AND Fo-wo THE VLAUT PROPERTY
p 41 =1 %� AvlZ,10==19
OUARAN'TrS AS TO 'I ABOVE NFOAMRPOIL PUASE OW"I NY
#BANES NO
LOCAL fr,.A AGORT FOR ywrItAllit".
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General Notes
A. CONCRETE & FOUNDATION DESIGN:
E 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.
K THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE I,- ASTM C 150).
AGGREGATES - #6 STONE . ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- I% - 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.
E. 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:
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 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 WrNDBREAKERS INCLUDED)
D. FASTENERS:
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.
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 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-18S.
I L 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 I -A, & I-B
ASTM C94
ASTM CISO
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. DON UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5, 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.
6. 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 4501.17.1 IN ITS ENTIRETY.
1 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. 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 TEN SCREWS
IN ALUMINUM MEMBERS TYPICAL.
8. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2"X2"X0.05S"
)kJb Ut3kKll- I IUIN: J)UKLLIN WALL
DESIGN DATA:
I. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
135 MPH
NOMINAL DESIGN WIND SPEED Vasd:
108 MPH
2, RISK CATEGORY:
1
3. WIND EXPOSURE:
C
4. WIND LOADS:
SCREEN ROOF: N/A
SCREEN WALLS: 35 PST
SOLID ROOF (SCREEN WALL): N/A
5. THIS STRUCTURE COMPLIES WITH FBCEB 1103.1 IEB 110121EB 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 I SX14X0.013
OR EQUIVALENT DENSITY SCREEN MESH- 0.88
7. 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. EXISTING FOUNDATION MEETS THE REQUIREMENTS TO RESIST THE UPLOADS FOR THE
PROPOSED STRUCTURE.
10. SCREEN ROOF TYPE: N/A
11. SOLID ROOF TYPE: K:A
HOLLOW SECTIONS I S-1 NOTES
2 x 2: ---------------------------------------2" x 2': x0: 00 54 54:" 1 S-2 ELEVATIONS
2 x 2x055: --------------------------------- 2" x 2' x 0.055
S-3 DETAILS
2 x 3: ---------------------------------------2„ x 3" x 0
--0�050��
2 x 4: ------------------------------------- 2" x 4" x 050
2 x 5: ---------------------------------------2„ x 5" x 0.050"
[imagnma lmvm
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
2 x 4 SMB: ----------------------2" x 4" x 0.044" x 0.100"
2x5SMB: ------------------------
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 SMB:
--------------------- 2" x 6" x 0.072" x 0,224"
2x7SMB: ------------------------
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 SMB:
--------------------- 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"
;3;HNU COMPLY WITH PREVAILING
�U'Rfwk 'ODE,
VkT , 1UNAL E LECTRUC CODE,
M lf" `f"F` CITY OF ZrEiPHYRHILLS
o I HEE j I -,o
(ZADINAMCECS
011111jill't
D E A
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PR N SEAL
ElIG11EER OF RECORD
David W. Smith P.E.
Thomas L. Hanson P.E.
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
14147WAI - list
S344 9th Street
Zephyrhills, El. 33542
Phone: (813)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 06-05-2023
I DRAWN BY: Rich I
I REVISION: I DATE: I
RO 1
RO 2
RO 3
job# 230S3002
FROJECT ADDRESS:
RESIDENCE
MOMSM =014=
8813 VENTURE COVE
TAMPA, FL 33637
wvw,A,cccscreets.com
2" SPACING
(MIN)(TYP) WOOD MEMBER
1/4" 0 X 3" LAG SCREW
HINGE LOCATION
INTO PRIMARY ANGLE
'EACH
AND
AND @ 24" D.C. BETWEEN
2" x 2" EXTRUSION—
C
COLUMNS (TYP EACH
UNLESS OTHERWISE
2" x 2" EXTRUSION
(B) -1/4"0 X 2" LAG SIDE)
SHOWN ON S-2
____�UNLESS OTHERWISE
SCREW INTO SECONDAR I I i
HINGE LOCATION—
SHOWN ON S-2
DOOR
1
ANGLE (TYP EACH SIDE) 1" X 2" BASE
a
OPTIONAL
(SEE TABLE BELOW FOTT— 0 EMBER (TYP
QUANTITY) 0 EACH SIDE)
kFASTENING
PRIMARY 2" X 2"
SECONDARY ANGLE X 0.125" ANGLE
(MIN 0.125" THICK)
(2) #10 X 3/4" SMS
I
(4) #10 X 3/4" SMS COLUMN
HINGE LOCATION
FASTENING SECONDARY TO PRIMARY ANGLE
ANGLE TO COLUMN (TYP (TYP EACH SIDE)
J_
NOTES: EACH SIDE) olumn
1. NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE 1X2.
2. LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB. AND AN
rDTYPICAL SCREEN DOOR CONNECTION DETAIL
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
OF THE SCREW,
POST OR SMB WOOD BASE CONNECTION
(NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE)
NOTES:
OPTION #1 OPTION #2 1. OPEN BACK 1 "X2"XO.045"PERI METER MEMBER
1/4"Ox2"-1/2 MASONRYANCHOR
RECEIVING CHANNEL OR SHALL BE ATTACHED TO HOST STRUCTURE W/ 1/4"0 X
IF WOOD SUBSTITUTE IDENTICAL
i x 1 Y2 " Si ANGLE EA. SIDE (typ)
INTO SCREW BONES 2-1/2" CONCRETE ANCHOR FOR CONCRETE
WOOD SCREW OR LAG 6" FROM
TOP & BOTTOM & @ 24" O.C.
0625" THICKNESS) CONNECTION OR 1/4"X 2-1/2" LAG SCREW FOR WOOD @
17
1 12"OPEN BACK
6"FROM CORNER & @ 24" O.C. MAX.
I
2. CHAIR RAIL SHALL BE ATTACHED W. 0.062" INTERNAL
ALTERNATIVE - IREC. CHANNEL
W/ ADDED UPR GHT INSIDE CHANNEL
OR EXTERNAL RECEIVING CHANNEL W/ (1) 1/4"0 X
FASTEN UPRIGHT TO CHANNEL FLANGES
2"X2" OR 2"X311 (2) 91 Ox 3/4" SMS 2-1/2" CONCRETE ANCHOR FOR CONCRETE
PURLIN OR GIRT A_(typ)
W/#12X3/4" 18" D.C.
EA. LEG) CONNECTION OR 1/4"0 X 2-1/2" LAG SCREW FOR WOOD
(TOTAL 8 SCREWS EA.
CONNECTION) TO HOST & (2) 1#10 X 3/4" SMS EA. LEG TO CHAIR RAIL.
CHAIR RAIL CONNECTION
UPRIGHT
SECONDARY ANGLE MIN
(4) #10 X 3/4" SMS
0.125" THICK (NOT
FASTENING SECONDARY
/REQUIRED FOR 2X3
ANGLE TO COLUMN (TYP
MEMBER)
EACH SIDE)
PRIMARY 2" X 2"
X 0.125" ANGLE
(B) -3/8" 0 CONCRETE SCREW
(2) #10 X 3/4" SMS FASTENING
ANCHOR INTO SECONDARY t
COLUMN TO PRIMARY ANGLE
ANGLE(TYP EACH SIDE) 0
0
(TYP EACH SIDE)
(SEE TABLE)
0
1" X 2" BASE MEMBER
(TYP EACH SIDE)
ANCHOR SPA.
MIN)
(1) - 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
3" (MIN)
SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
(TYP EACH SIDE)
TABLE
1/4" 0
Concrete Screw
Column
Anchor
Size
B
I Min. Spa
2x3/3x3
0
01'
NOTES:
1. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL
SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO
CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT.
2. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD@ LDT 3/8" 0 STAINLESS STEEL CONCRETE SCREW.
OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
3.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN.
12"OPEN BACK
a
\�i #10 x 1-1/2" SMS MIN
THRU SCREW BOSS OF
1"X2"OPEN BACK
OPEN BACK TO HOST STRUCTURE DETAIL
S-3 J SCALE:NTS
EXISTING MASONRY
WALL GROUTED
SOLID
00 @) CONNECTION
00
1/4"0 X 2-1/2"
MASONRY SCREW 3" FROM
2" x END BEAM MASONRY
& @ 24" D.C.
I i.
(SEE SHEET S-2 FOR SIZE)
2" x 2 " x 1/8" x BEAM H" RECEIVING C=EL___j
W/ (1) 1/4" x 3" CONCRETE I"X2" OPEN BACK
ANCHOR INTO WALL &
(4) #12 x 3/4" SMS EACH
SIDE INTO BEAM
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
OF MASONRY ANCHOR SCREWS.
rS2END BEAM TO HOST STRUCTURE DETAIL
S -3 SCALENTS
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PROFESSIONeL PLEER 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.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
5344 9th Street
Zephyrhills, fl. 33542
Phone: (813)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 06-05-2023
I DRAWN BY: Rich I
I REVISION: I DATE: I
RO 1
RO 2
R03
job# 23053002
r!'ROJECT ADDRESS:
RESIDENCE
CONTRACTOR:
HARTSHORN CUSTOM CONT.
8813 VENTURE COVE
TAMPA, FL 33637
www.hcccscreens.com