HomeMy WebLinkAbout22-42675335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 08/02/2022
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
1! 1 IIIW MIRI RIVER 11111111. 1 1 11111111 1 1 11 =Zffa�;
T11 MTTT--r,
9Vmr'*Wr^nWff--1
accordance with City Codes and Ordinances, NO OCCUPANCY BEFORE .0.
NO OCCUPANCY BEFORE C.O.
46J �"j '
CONTRACT SIGNATURE PE IT OFFICE
."ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020j
Cate Received I
Owner's Name
Owner's Address
City of Zephyrhills Permit Application Building Department Fax-813-780-0021
Phone Contact for Permitting
Owner Phone Number �==
4J .Owner Phone Number
JOB ADDRESS
LOT#
SUBDIVISION
_. PARCEL IC#
_
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
EW CONSTR� ADD/ALT
SIGN DEMOLISH
57,2'INSTALL REPAIR
PROPOSED USE
SFR u Comm
OTHER
TYPE OF CONSTRUCTION
BLOCK EJ FRAME
STEEL
DESCRIPTION OF WORK
BUILDING SIZE
SQ FOOTAGE�
HEIGHT
UILDING
$m p � VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL
= PLUMBING
MECHANICAL
=GAS
FINISHED FLOOR ELEVATION$
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
Address
$ AMP SERVICE DUKE ENERGY
tA
$ VALUATION OF MECHANICAL INSTALLATION
ROOFING - 0 SPECIALTY = OTHER
FLOOD ZONEAREA YEs NO
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
E:=-= REGISTERED
COMPANY
E=:=
REGISTERED
COMPANY
REGISTERED
Y 1.N
J FEE CURREI Y t N .
License#
Y ! N
FFE CURREI YIN
License # E=
Y 1 N
.{ F�.U..rl
Y / N
F�C.IIREI
License#
;;;;
PEECURREI YIN
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 wi Sift Fence installed,
Sanitary Facilities & 1 dumpster: Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page: (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Planswl Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for ail 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 $2600, a Notice of Commencement is required. (A1C upgrades over $7600)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized Vetter 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
s
N LAW (Chaolor,
Other than the'
deliver it to th`
w
WON
EAR 7ra1m7;:j�it li��x"d�i�"�tiir�lKb
t
Notary, Public
Commission No
Name of Notary typed, printed stamped
INSTR# 2022081463 OR 6K 10590 PG p Page 1 of 1
04/1112022 10:15 AM Pont: 2441267 Rea 10.00 DS: O.DO IT: 0,00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit Number:
Parcel IDSNumber f� � '3�J,
The understgned hereby gases notice that improvement Will be made to censkn real property, and in accordance with Chapter '13, FlorMs ataatuzAf,,, it*,
following information to provided in this Notice of Gommencwmaht.
1. DESCRIPTION OF PROPERTYtiLogial description of the property and street address if vailshia)
22. OENE � miP nON �YOVVM�W_,
3. OWNER INFORMATION OR LESSEE INFO ATION IF THE LESSEE CONTRACTED FOR THE IMdF ROVC kEN`r:
Name and
sddrrs:a _ 1 _,� tt
Intan ett in property ___._,�... ...,....._..._.�... ,w»w...�... ...
Fee Simple Tile Holder (if other then owner listed above) Name---,-
e
Amount of Bond
6. LENDER: Name: Phone Number:
Address:
7. Porshrew fafthinthe States of Florlida Designated by Owner upon whom notices or other documents maybe served as provided 4y $etif,ion
713.13(l)(a}7., Florida.
Name. Phone Number:
s. In addition, Owner dersIgnstats
to receive a copy of Lierndr's Notice asprovIrlod in Section 713.13(Y)(b). Honda Statutes. Phone number-
0, Expiration Crate of Notice of Cortirnomse went (The expiration is 1 year from Mate of reoording unks" a dafer°ent date is ape~)
m ANY PAYMENTS MADE BY THE OWNER AFTER TFIE EXPIRATION OF THE NOTICE OF COMMENCZMPNI,
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART i, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT itu f('I z'
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED O "' z'
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FWANCJNG, CONSULT WITH YOUR LENDER OR AN A."'f011_�h= e'
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
,. I&+ � ar l : ar 1mY� eu t. ma's _...__._._.__.......—`.-._- {r+�se prcr itlm 9 _ ry'a itr� I •...•.._._........
State
fCounty of
The foregoing Instrument was acknowledged before race thla _.- day of d ' _.y, ,._»_ ' . .».......
by Who Is pormonafly known to arse D ON
who has produced Identification Q type of identlification prod
RYkN JESSIP
"'� Notary Public -State of Florida
_s
= "< Commission # HN 242655
..'f
MV Commission Expires
-__-..»-. .._ _...,..�........�...._._. �.�.-... �..........,.
March 20. 2026,,,,.
raacm s
ry ,ens
General Notes
A. CONCRETE & FOUNDATION DESIGN:
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=,42 MIN.),
I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PSI MINIMUM.
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
MINIMUM, 3 1/2` NOMINAL THICKNESS.
THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE
1 3000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
CIRCUMSTANCES BY DRIVING WITH A HAMMER,
IN LIEU OF WELDED WIRE MESH
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME
BE APPLIED IN CONDITIONS ACCEPTABLE TO
STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT
MANUFACTURER. FASTENERS SHALL BE MINIMUM OF SAE
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE
GRADE 45 OR BETTER ZINC PLATED.
SOIL FOR WOOD DESTROYING ORGANISMS.
8, ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
60 (60 KSI MR.) DEFORMED BARS, 93 BARS MAY BE GRADE 40
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
OTHERWISE NOTED ON PLANS,
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PST,
9. ALL FASTENERS SHALL COMPLY WITH ASTM Al 53,
8, THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A6S3 CLASS
FOLLOWING:
G-185.
OPC (PORTLAND CEMENT TYPE I, ASTM C 150).
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
AGGREGATES - 46 STONE, ASTM C 33 SIZE NO- 67 LESS THAN
BE 3/4` AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
3/4'%
UNLESS NOTED OTHER WISE.
AIR ENTRAINING ./- 1% - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
E. REFERENCE STANDARDS:
CLEAN POTABLE WATER.
ASTM E 119
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
ASTM E 1300
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
ASCE 7 -16
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
AA ASM35, AND SPEC. FORALUMINUM PART I -A, & 1-B
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
ASTM C94
RECOMMENDATIONS.
ASTM C150
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
ASTM C33
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
ASTM C260
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
ASTM C494
SPALLING OR OTHER DETERIORATION.
ASTM A615
ASTM A185
B. ASONRY:
M
FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23)
i. CONCRETE MASONRY UNITS (UMU) SHALL BE STAN
7TH EDITIONDARD CURRENT ALUMINUM DESIGN MANUAL
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
F. ABBREVIATIONS:
2.ALL MORTAR SHALL BE OF TYPE IN OR S.
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
3, ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
MAXIMUM COARSE AGGREGATE SIZE OF 3/8"-
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS,
4.PROVIDE CLEAN -OUTS FOR RERNFORCED CELLS CONTAINING
I. TYP --TYPICAL
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'4' IN
2. SIM --SIMILAR
HEIGHT.
3, CON -- UNLESS OTHERWISE NOTED
4. CONT --CONTINUOUS
C. ALUMINUM:
5. VIE -- VERIFY IN FIELD
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
G. RESPONSIBILITY:
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
MINIMUM THICKNESS OF 0,040" FOR SUPPORTING MEMBERS.
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
CODES, LOCAL ORDINANCES, ETC.
0.024" SHALL APPLY.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE,
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR
CONDITIONS.
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
`SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
CONTRACTOR,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 71-H
4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
ALUMINUM).
MANUFACTURER.
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
LICENSED P.E. IN ACCORDANCE WITH STANDARD
SEPARATION-
ENGINEERING PRACTICES.
5, ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN,110 EMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
H. MISCELLANEOUS:
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
i. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
WITHOUT A MANUFACTURER'S HOST BEAM.
SPEEDS EXCEED 75 MPH" . DECAL SHALL BE PLACED SO IT IS
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT
VISIBLE WHEN PANEL IS INSTALLED.
SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
D. FASTENERS:
LOADING IS PLACED ON THE MANUFACTURED HOME.
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
BARRIER REQUIREMENTS OF THE FBC 7TH EDITION
WITH AGO PRESSURE TREATED WOOD.
R 4501.17.1 IN ITS ENTIRETY.
I HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
FLAT WASHERS AND NUTS.
CONTRACTOR.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
41 IF PAVERS ARE UNDERALUMINUM MEMBERS THEY SHALL
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
ENSURE BONDING AGENT IS USED FIRST.
HOT DIPPED GALVANIZED.
S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT, >ENMTY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE,
6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310A
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
7, ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT
CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280,105, (a)
THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY
OUTSIDE FROM ALI, BEDROOMS IS LESS THAN 35', AND, SO THAT
TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED. A CARPORT
OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. NON -HABITABLE
SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT
DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS
THE REQUIREMENTS OF HUD 3280.105,
NONHABITABLE CAT III SUNROOM AND CONCRETE
DESIGN DATA:
1, ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): 130MPH
NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
4. INTERNAL COEFFICIENT:
SUNROOM (ENCLOSED STRUCTURE): +/- 0.18
S. WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 ESE
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 12,4/-48.4 PSF
WALLS ZONE 4: 30.4/-33.0 PSF, ZONE 5: 30.4/-40.7 PSF
6. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL.
7. SOLID ROOF TYPE: 3"X48" COMPOSITE PANELS, FL 7561 OR EQUIV.
A_L11UUYL1U_U1tDf_1_11J16J_
HOLLOW SECTIONS
2 x 2: --------------------------------------- 2" x 2" x 0,044"
3 x 2: --------------------------------------3" x 2" x 0.050"
2 x 3: ---------------------------------------2" x 3" x 0.050"
2 x 3: ---------------------------------------2" x 3" x 0.070"
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 0,072"
3 x 3: ---------------------------------------3 x 3" x 0.093"
3 x 3: ---------------------------------------3 x 3" x 0.125"
4 x 4: ---------------------------------------4 x 4" x 0.12S"
OPEN BACK SECTIONS
1 x 2: ---------------------------------------- 1" x 2" x 0.04.0"
1 x 3: ---------------------------------------1" x 3" x 0.04S'
SNAP SECTIONS
2 x 2 Snap: ---------------------------------- 2' x 2" x 0.045"
2 x 3 Snap: ---------------------------------2" x 3" x 0,050"
2 x 4 Snap:--------------------------------- 2" x 4" x 0.045'
SELF MATING fSM13
2x4SMB: ----------------------
2'x 4'x 0.044" x 0.100'
2 x 5 SMB:----------------------
2" x 5" x 0,050" x 0,118"
2x6SMB: ----------------------
2' x 6" x 0.050" x 0.120"
2x7SMB: ----------------------
2" x 7" x 0.057" x 0.120"
2x8SMB: ----------------------
2" x 8" x 0.072" x 0.224"
2x9SMB: ----------------------
2" x 9" x 0,072" x 0.224"
2 x 10 SMB: -------------------
2" x 10" x 0,092" x 0,374"
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1A.L101,10-IRK SH"11
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0- 3 ' ' jRjjjjA riti4L,
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D E
ILLS)
'-,'THE cirlorr ZE", t',%
ANU - - "
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
PROFESSIONAttPAIN18N SEAL
ENGINEER OF RECORD
David W. Smith RE,
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
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Email: erb0flacialans.com
Website; vvww,fbcplans.com
C.O.A. - #29054
)YATE: 06/04/2022
REVISION: DATE:
RO 1
RO 2
R03
R04
JUL
2, 210 z 7"
JOB# 22 0511 140
All
JOB NAME & ADDRESS:
r Y 2-1-
C T
OLLERES
P L A N E X*Aft,
V
7101 SILVERADO RANCH BLVD.
ZEPHYRHILLS, FL. 33541
INDEX:
S-1 GENERAL NOTES
S-2 PLANS AND ELEVATIONS
S-3 SUNROOM DETAILS
X
GENERAL NOTES
OWN
NOTES:
1. WINDOWS AND DOORS TO BE INSTALLED
PER MANUFACTURERS SPECIFICATIONS.
2. WINDOWS AND DOORS ARE NON -IMPACT.
3. ALL SEAMS OF SUNROOM TO BE SEALED
WITH SILICONE CAULKING.
ISYMBOLLEGEND
I(DITEMPERED GLASS
ATTACH UPRIGHT TO HOST
WALL PERTZECEIVING CHANNEL
ATTACHMENT' DETAIL
ATTACH UPRIGHT TO HOST
WALL PERTZECEIVING CHANNEL
ATTACHMENT' DETAIL
PROPOSED
12" X 12" CONCRETE
RIBBON FOOTER
WINDOWS
68" X 63"
WINDOW
36" X EIo"
TYPICAL OF 2
43" X 62"
LHOS DOOR
TYPICAL OF 2
2X3
END
BEAM 2X3
EDGE BEAM
...... ..
2X
..........
..........
..........
...........
- ........ ....
.......
...
................
............
.......
- ......
;:;:::::2X3
EXIST.
BLK.
HOME <
X C14
�0 Eo
7
2X3
2X3
42X3
�
T-10"
T-3"
SIDE ELEVATION
EXISTING
BLOCK HOME
EXISTING
S.G.D.
EXISTING LIVING ROOM ATTACH UPRIGHT TO HOST
L P 'RECEIVING CHANNEL
LANAI WALL PER RE E
WALL
ATTACHMENT' E
CETAIL
EXISTING EXISTING
WINDOW VVINDOW
EXIST. HOUSE O.H.
ATTACH COMPOSITE
ROOF TO FASCIA WITH
HEADER CHANNEL
2A3 PROPOSED 2k3
I I
X1 SUNROOM
X
yI W/ PAVER DECK
C14 2X3 C14
L
4'
-9 4"
11-
PLAN VIEW
2X3 WINDOWS PROPOSED
EDGE BEAM COMPOSITE PANEL
TYPICAL OF 4 ROOF FL 7561 OR EQUIV.
2X3
2X3
2X3 2X3
-
"o
X
---- ------
X
L
X
Xi
2X3
f1 2X3
2X3
I 2X3
....... ...............
..........
12" X 12" RIB I iON FOOTER
4'-11%.
4'-9y4-
4'-9y4"
4'-11y4"
1 9W
REAR ELEVATION
EXIST.
BLK.
HOME
3" X.024' COMPOSITE
PANEL FL 7561 OR EQUIV.
IN RECEIVING CHANNEL
TYPICAL ABOVE AND
BELOW WINDOWS
PROPOSED
3" X.024" COMPOSITE PANEL
ROOF FL 7561 OR EQUIV.
WINDOWS
68" X 63"
TYPICAL OF 2
2X3 _n
SIDE ELEVATION
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
sr u
< 71
N.
PRQE ON - AL 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.
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@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 06/04/2022
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
RO I
RO 2
RO 3
RO 4
JOB # 22 0511 140
JOB NAME &ADDRESS:
OLLERES
7101 SILVERADO RANCH BLVD.
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
MAY CUSTOM HOME
PLANS AND ELEVATIONS
S-2
I HEREBY CERTIFY THAT I HAVE REVIEWED
2X ALUMINUM PER PLAN
THIS PLAN AND FOUND IT TO BE IN
#10 TEK SCREW AND 1-1(4"f�
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
6" MlN. RECOMMEND ALUMINUM
NEOPRENE WASHER AT 8" O.C. (USE
®
EDITION RESIDENTIAi AND EMS{ C
FLASHING INSTALLED
SCREW LENGTH EQUAL TO COMPOSITE
I 1
BUILDING -, .:: - • ` '
BELOW DRIP EDGE.
PANEL THICKNESS PLUS 1" MIN
COMPOSITE .}
I I
_ CAULK ALL SEAMS.
EXISTING
PANEL ROOF COMPOSITE PANELS ATTACHED
. as
ROOF� ALUMINUM FLASHING
ATTACHED Wl #8 X 314"
TO RECEIVING CHANNEL
W/ #12 X 3/4" TEK SCREW
!1
f
_ 11V TEK SCREW AT 12" O.C.
AT 8" O.C., TYPICAL.
COMPOSITE....
-----� —_=W -- --
------
PANEL f 3,"X1-1/2"X.062"MIN.
_—
COMP
--- ------------ RECEIVING CHANNEL
;I i RECEIVING CHANNEL
ATTACHED TO GIRT W/ #12 X 3/4"
TYPICAL
2X PATIO EDGE /END BEAM TEK SCREW AT 8" O.C., TYPICAL
PER PLAN
! I
- RECEIVING CHANNEL
6 0 ATTACHED TO POST
'.
FASTEN PANELS TO 0.060" MIN.
z w HEADER OR RECEIVING CHANNEL
0 0 ALUMINUM GIRT
PER PLAN
--__-------- - --= I WI #12 X 3/4" TEK SCREW
AT 8" O.C., TYPICAL
IV
W/ #10 X 3/4" TEK SCREW AT 8""
2" X 2" X 0.125" ANGLE
_ ------------_— I
cn Q
W1(3) #10 X 3/4" TEK SCREW
X S O.C. TOP AND BOTTOM
PROFESSIONAL ENGINEER SEAL
EACH LEG, EACH SIDE OF UPRIGHT
FASTEN HEADER CHANNEL OR RECEIVING
ALUMINUM UPRIGHT
ENGINEER OF RECORD
CHANNEL TO FASCIA W11/4"0 X 2-1/2" LAG
SCREW AT 24" O.C., 2 ROWS STAGGERED,
PER PLAN WINDOWS AND DOORS TO BE INSTALLED
David W. Smith P.E.
STRIP SEALANT BETWEEN FASCIA AND
PER MANUFACTURER'S SPECIFICATIONS.
WINDOW
HEADER OR RECEIVING CHANNEL
FLORIDA LICENSE NUMBER: 53608
COMPOSITE PANEL ROOF CONNECTION AT FASCIA
COMPOSITE PANEL ROOF, POST, AND
ALUMINUM UPRIGHT
Thomas L. Hanson P.E.
EDGE / END SEAM CONNECTION DETAIL.
PER PLAN
FLORIDA LICENSE NUMBER: 38654
--------------------------- i
Ian J. Foster P.E.
ALUMINUMGIRT
---- ---------- ---- --- - i
----® - --® ---- I
FLORIDA LICENSE NUMBER: 93654
OPTION #2
PER PLAN
RECEIVING CHANNEL
F I
Joel Falardeau P.E.
0.062"MIN. ALUM. INTERNAL
RECEIVING CHANNEL FILLER
ATTACHED TO POST
01
OR EXTERNAL RECEIVING
TO EXISTING UNLEVEL WALL RECEIVING CHANNEL
; I W/ #12 X 3/4" TEK SCREW
FLORIDA LICENSE NUMBER: 70667
CHANNEL W1(4) #10 X 3/4" 1/4"
WHEN NEEDED
O MASONRY ANCHOR ATTACHED TO GIRT W1 #12 X 3/4"
I I I AT 8" O.C., TYPICAL
Erik Stuart P.E.
TEK SCREWS INTO UPRIGHT
I I
W/ 2-3/4" EMBEDMENT TEK SCREW AT 8" O.C., TYPICAL
2" X 2" X 3" X 0.062'"MIN.
COMPOSITE - 3"' X 1-1/2" X .062" MIN,
I I AND (2) #12 X 3/4'" TEK SCREWS MIN.
TO CONCRETE HOST RECEIVING CHANNEL
PANEL RECEIVING CHANNEL
FLORIDA LICENSE NUMBER: 77605
I I EACH LEG INTO GIRT
OR-
; i TYPICAL
g I
114" O LAG SCREW COMPOSITE PANELS ATTACHEDO�L
.I j
FSC Plans & Engineering
W/ 1-1/2"EMBEDMENT
MIN. ALUMINUM TO RECEIVING CHANNEL
I
SerVICeS Inc.
"ALUM,PERI I 2X ALUM, PER PL4N TO
WOOd HOST (STUDS) UPRIGHT W1 #12 X 3/4" TEK SCREW
{6"
I
FROM ENDS PER PLAN AT 8" O,C., TYPICAL
AT 24" O.C.
a
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone: (813)788-5314
0.062" MIN, ANGLE CLIP g I ALUM, UPRIGHT
Wl {2) #12 X 3(4"TEK I I
EXISTING RECEIVING CHANNEL ATTACHED WITH
CONCRETE OR
a
" a °� ';
Fax: 1-(866)-824-7894
Email: erb@fbcplans.com
SCREWS EACH LEG I I PER PLAN
#12 X 3I4" TEK SCREW 1/4'"O CONCRETE SCREW ANCHORS
WOOD HOST
CONCRETE BASE ' ' �';
Webs€te: www.fbcplans.com
I #
AT 24" O.C., EACH SIDE 6" FROM ENDS AND 24" O.C. BETWEEN
C.O.A. - #29454
OPTION #1
UPRIGHTS Wl 2-3/4' MIN. EMBEDMENT
RECEIVING CHANNEL. ATTACHMENT AND 2" MIN. EDGE DISTANCE
DATE: 06104/2022
CHAIR RAIL AND GIRT CONNECTIONS
COMPOSITE PANEL WALL FRAMING CONNECTIONS
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
I I 2" X 2° X 0,125" ANGLE
RO 1
I I (TYPICAL EACH SIDE)
RO 2
(2) 3/8`0 MACHINE BOLTS, ALUMINUM SQUARE POST
2X3 I I (3) #12 X 3/4" TEK SCREW
GRADE °_, ®9aag,' : qe:
NUTS AND WASHERS OR INTERNAL BASE ALUMINUM
(4) #14 X 3/4" TEK SCREWS EACH SIDE FASTENING UPRIGHT TO ANGLE
RO 3
OPTION 1 UPRIGHT
(TYPICAL EACH SIDE)
R0 4
EXTERNAL BASE
-
{,
OPTION 2 11 GA. INTERNAL ALUMINUM BASE
� • ;
LOB # 22_0511 140
12"
PREDRILL VERTICAL FLANGES
2' X 2" X ANGLES EXTERNALQ_<.
a-:::," 1/4" O CONCRETE SCREW ANCHOR
—
JOB NAME ADDRESS:
(2) #5 REBAR CONTINUOUS,
.125"
OR EQUIVALENT POST BASE (4} 1(4"O CONCRETE ANCHORS
,, ;.a ... W/ 2-3/4" EMBEDMENT MIN.
25" MIN, OVERLAP ALL JOINTS, RIBBON FOOTER
W/ 3" EMBEDMENT, 3" MIN. EDGE
(TYPICAL EACH SIDE)
OLLERES
ON 3" HIGH CHAIRS
(2) 3/8" O CONCRETE ANCHORS PER DISTANCE AND 2" MIN. SPACING
3" (MIN.)
7101 SILVERADO RANCH BLVD,
NOTES FOR ALL FOUNDATION TYPES: EXTERNAL FLANGE WITH 2" O.C. SPACING,
ZEPHYRHILLS, FL. 33541
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
2-3/4" MIN. EMBEDMENT AND 3" MIN.
zis ALUMINUM UPRIGHT
BEARING PRESSURE OF 1500 PSF.
CONCRETE EDGE DISTANCE
2. THE SLAB / FOUNDATION MUST BE CLEARED OF ALL DEBRIS,
CONCRETE."
CONCRETE BASE CONNECTION
CONTRACTOR:
AND COMPACTED PRIOR TO POURING OF ANY CONCRETE.
3. CONCRETE SHALL MEET THE SPECIFICATIONS IN THE S-1`
MAY CUSTOM HOME
GENERAL NOTES PAGE.
NOTES: (IF A PAVER DECK IS PRESENT)
POST CONNECTION TO CONCRETE DETAIL
1. CNCETE SHALL BE OF SUFFICIENT
PE II MONOLITHIC SLAB / FOOTING
LENGTH THRU PAVRS
ERS FOR REQUIRED EMBEDMENT
INTO CONCRETE SLAB OR FOOTER.
SUNROOM DETAILS
2. APPLY EPDXY ADHESIVE BETWEEN PAVERS AND
CONCRETE PER MFR'S SPECIFICATIONS.