HomeMy WebLinkAbout22-5023WR?111.III "MIII
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-005023-2022
Issue Date: 11/01/2022
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.
ffm(!- I =0 I �411- I 11111iii
U.omplete 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 IT OFFICEV
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
INSTR#2022233945OR BK10715 PG3348 Page 1 of 1
10/31/2022 12:44 PM Rcpt: 2519008 Rec: 10.00 DS: UID IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
4
Parmil No.
Parcel 10 No
NOTICE OF COMMENCEMENT
State of CourIty, Of
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida $tamrrs,
the following information is provided in this Notice of Commencement
I Description of Property: P
Street Address: Flb I
2. General
3. Owner
If the Lessaa,6antrvcled for the enprovement:
Interest in Property: r-, r fLC4,
Name of Fee Simpte Tftleholder�.
(it different from Owner Wed above)
City Stsie
4. Contractor:
It
r- 11 ---- - -- — -------
Address CRY State
Contractors Telephone No.:
S. Surely:
Name
Address-
Cily State
Amount of Bond: S Telephone No,:
6. Lender. Nam
Address city stale
Lenders Telephone No.:
7. Persons vAthin the State of Florida designated by the owner upon whom notices or other documpro
enis may be served as pvided by E
Section 713.13(1)(a)(7), Florida Stalutes:,
Name
Address
Telephone Number 61 Designated Person:
8, In addition to himsell, the ovener designates of —
to recetvir a copy or the Lienorii Notice as provided in Section 713.134 Mb). Florida Stamm
Telephone Number of Person or 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 dale of recording unless a different date is spechieft
WARNNG TO OWNER: ANY PAYMENTS MADE.BYTHE OWNEWAFTER THE EXPIRATION Of THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER-CRAPTER713. PARTI, SECTIGN71113, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR�IMPROVEMENTS To YOUR PROPERTY. A.NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION: IF YOU INTEND TO OBTAIN FINANCING. CONSULT
VWTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. E
0
Umynder knowPenalty alge Of err
I declare that I have read Me foregoing notice of commencement and Met the facts stated therein are true to the best
of leanlrekef0
J)
E
STATE OF FLORIDA 0
C U)
OUNTY OF PASCO 0
a or Lessee's Authorized M
Sqjname of Owner Or 0
Cy
LIUJ
signaler 'ys TWO/ofte M
The foregoing irmtrunvent was acknowl difed W this at 4j, Mu 0 M 2. - I
0
as 4i � I' "
(type of authority, e.g., 6flic4r,'trustee, attorney in fact) for V 0 U-
L4 {name on affof hom-Instrument 0) M Z" .,a
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Personally Known 0 QB Produced I Notary signature
0 E (0 0
IV t4 Type of Iderafficalren Produced Name (Print) 0
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My COMMISSION # GG 963M
Nawy
ES-* JW* 20,2024
T?wu
v.pdataftsMoticecommencement
813-780-0020 City of ZephyrhillS Permit Application Fax-813-780-0021
Building Department
1
INSTALL
REPAIR
PROPOSED USE
SFR
Comm
TYPE OF CONSTRUCTION
BLOCK
=BUILDING
$ `'tit ✓' a A
�i ✓ td
ELECTRICAL
PLUMBING
$
MECHANICAL
$
GAS ROOFING
SIGN ® ® DEMOLISH
OTHER
STEEL
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY W.R.E.C.
+
i--- - I I i P goneo-te v4ftnotarized letter from owner authorizing same
OVER (copyof contract required)
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. 3000 PSI 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.
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME
STRUCTURE. NO WOOD FRAME STRUCTURE, MAY BE BUILT
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE
SOIL FOR WOOD DESTROYING ORGANISMS.
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.
& THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE ],- 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.
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 WIT14 A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
1 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 CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE. 7TH
EDITION (CHA-PTER 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 AND ACRYLIC 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.
D. FASTENERS:
i. ALL LAG BOLTS SHALL CONFORMTO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2, HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3, ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, BAWL,
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
GREATERTHAN 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-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
AAASM35, 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
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. CON -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
S. 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.
1 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
WITHOUT A MANUFACTURER'S HOST BEAM.
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT
SYSTEM SHALL 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. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR,
41 IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY AD14ESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
5. SCREENING MATERIAL SHALL BE 18X14X0.0I3 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE.
6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
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 ALL BEDROOMS IS LESS THAN 35% AND, SO THAT
TWO EXITS I-RECTLY 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.
Mill! 131112111
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 101 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
,t INTERNAL COEFFICIENT:
COVERED PATIO, SCREEN ROOM (OPEN STRUCTURE): 0.0
S. WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 PSF
SCREEN WALLS: 23 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 12.4/-48.4 PSF, ZONE 2: 12.4/-63.9 PSF, ZONE 3: 12.4/-87.1 PSF
6. FOUNDATIONS PER 'A` OF GENERAL NOTES AND SITE SPECIFIC DETAIL.
EXISTING 4" CONCRETE SLAB, 2500 PSI CONCRETE W/ 6"X6"-#10WWM OR 3000
PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR
THE PROPOSED STRUCTURE.
7. SOLID ROOF TYPE: 3"X48" COMPOSITE PANELS, FL 7561 OR EQUIV.
utsuffelfilm
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 0.125"
OPEN BACK SECTIONS
1 x 2:---------------------------------------- 1" x 2" x 0.040"
1 x 3: ----------------------------------------1" x 3" x 0.045"
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"
2x4SMB: ----------------------
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"
2x7SMB: ----------------------
2" x 7" x 0.057" x 0.120"
2 x 8 SMB: ----------------------
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"
ALL WORK SHALL UDAIPLY'VVIII-H PREVAX
CODES r-L'ORIDA BUILICANG CODE,
NAT MAL ELECTRIC CODE.
AND THE Cl*r--( OF ZEF+AYRH US
ORDINANCESS'
REVIEVIVDA,-,,'E�
CITY OP, zpp;-mp�_n
PLAN EKA
INDEX:
S-1 GENERAL NOTES
S-2 PLANS AND ELEVATIONS
S-3 COVERED PATIO DETAILS
S-4 SCREEN ROOM DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIj�WfjlST11NGBUILDING a 1
v
-4, \C E
z
0,
OF
NA 1,,
k ` PROF SSIOA 11SE 4 1 "AL
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.
5344 9th St.
Zephyrhills, Fl. 33542
Phone: (813)838-0735
Email: erb@fbcplans.com
Website: www,fbcplans.com
C.O.A. - #29054
DATE: 10/14/2022
Igo REVISION: I DATE: I
JOB# 221011108
1013
BOYCE
3107 KRESTERBROOKE LN
ZEPHYRHILLS, FL. 33540
SUNSTATE ALUMINUM
M
S.M.B. DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
"W WALL "T" SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
4- .045" .06' (2) 3/8- BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANCE WITH ASCE 7-16 AND FBC 7THEDITION RESIDENTIAL AND EXISTING
5. .050, .06' (2) 318- BOLTS, NUTS, WASHERS 2,550 LBS BUILDING
— %10 4 t j
61, .0501, .061 (3) 3/8- BOLTS, NUTS, WASHERS 2,550 LBS
7" 055"
.0611 (3) 3/8' BOLTS, NUTS, WASHERS 3,500 LBS .
7' .05511 1 .09, (3) 3/8" BOLTS, NUTS, WASHERS 3,600 LBS 011
1 7" .0551, .125" (3) 3/8- BOLTS, NUTS, WASHERS 4,500 LBS 4\
81 .072" 06.' (4) 3/8" BOLTS, NUTS, WASHERS 5,500 LBS " I 0 d
I *
8- .072" .091, (4) 3/8'BOLTS, NUTS, WASHERS 7,000 LBS jo
.072' .125" (4) 3/8"BOLTS, NUTS, WASHERS 7D LBS 6" MIN. 0� a
RECOMMEND ALUMINUM FLASHING .072"
9" &
.061, (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS
INSTALLED BELOW DRIP EDGE. 91, .072" (4) 3/8" BOLTS, NUTS, WASHERS
.091, 8,900 LEE
CAULK ALL SEAMS. 91, .082" 125" (4) 318- BOLTS, NUTS WASHERS 9,500 LES
—
00 10" .092 M1 5- �(4) 3/8" BOLTS, NUTS, WASHERS I 1,OOOLBS I #Te
ALUMINUM FLASHING ATTACHED
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
V W/ #8 X 3/4" TEK SCREW AT 12" O.C. SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
A L
COMPOSITE PANEL ROOF PROFESS O
0FESSI
ENGINEER OF RECORD
FASTEN PANELS TO 0�060" MIN. HEADER
z w David W. Smith P.E.
F- 2 CHANNEL W/ #10 X 3/4" TEK SCREW AT FASTEN COMPOSITE PANEL TO ALL BEAMS
0 8" O.C.TOP AND BOTTOM W/ # 10 TEK SCREW AND 1-1/4"0 NEOPRENE FLORIDA LICENSE NUMBER: 53608
w WASHER AT 8" O.C. (USE SCREW LENGTH EQUAL COMPOSITE
FASTEN HEADER CHANNEL TO FASCIA TO COMPOSITE PANEL THICKNESS PLUS 1" MIN.) PANEL ROOF Thomas L. Hanson P.E.
W/ 1/4"0 X 2-1/2" LAG SCREW AT 24" O.C.,
2 ROWS STAGGERED. STRIP SEALANT FLORIDA LICENSE NUMBER: 38654
BETWEEN FASCIA AND HEADER CHANNEL
Ian J. Foster P.E.
COMPOSITE PANEL ROOF 2X SMB PER PLAN FLORIDA LICENSE NUMBER: 93654
CONNECTION AT FASCIA \\—(N) 3/8"THRU BOLTS, WASHERS, Joel Falardeau P.E.
AND NUTS, CORROSION RESISTANT, FLORIDA LICENSE NUMBER: 70667
TYPICAL (SEE CHART)
ALUMINUM POST / COLUMN PER PLAN E Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
COMPOSITE ROOF, POST AND BEAM CONNECTION F13C Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, Fl. 33542
Phone: (813)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 10/14/2022
DRAWN BY: DENNIS W. DUNN
FASTEN SMB TO RECEIVING
CHANNEL W/ #10 X 3/4" TEK SCREW REVISION: DATE:
(1 PER INCH OF BEAM HEIGHT) (2) 3/8"0 MACHINE BOLTS, ALUMINUM 3X3 POST
STAGGERED, BOTH SIDES NUTS AND WASHERS OR
(4) #14 X 3/4" TEK SCREWS EACH SIDE INTERNAL BASE RO 1
OPTION 1 R02
EXTERNAL BASE
of— OPTION 2 11 GA. INTERNAL ALUMINUM BASE R03
o
—U) PREDRILL VERTICAL FLANGES
2X SMB PER PLAN 01—pa
z 2" X 2" X.125" ANGLES EXTERNALR04
a
o 1-2i (4) V4"O CONCRETE ANCHORS
0 —D OR EQUIVALENT POST BASE W1 3" EMBEDMENT, 3" MIN. EDGE JOB# 22 1011 108
LU (2) 3/8"0 CONCRETE ANCHORS PER DISTANCE AND 2" MIN. SPACING
062 MIN. RECEIVING CHANNEL - CIA EXTERNAL FLANGE WITH 2" O.C. SPACING, JOB NAME &ADDRESS:
FASTENED TO POST W/ #10 X 3/4" TEK <C 2-3/4" MIN. EMBEDMENT AND 3" MIN
BOYCE
SCREW (1 PER INCH OF BEAM CONCRETE EDGE DISTANCE
HEIGHT) STAGGERED CONCRETE .' 3107 KRESTERBROOKE LN.
ZEPHYRHILLS, FL. 33540
BEAM TO POST CONNECTION
3X3 ALUMINUM POST CONNECTION CONTRACTOR:
TO CONCRETE BASE OR HEADER DETAIL SUNSTATE ALUMINUM
COVERED PATIO
DETAILS
S-3
I HEREBY CERTIFY THAT I HAVE REVIEWED
#10 TEK SCREW AND 1-1/4"0 #10 TEK SCREW AND 1 -1/4"0 THIS PLAN AND FOUND IT TO BE IN
NEOPRENE WASHER AT 8- O.C. (USE COMPOSITE NEOPRENE WASHER AT 8" O.C. (USE COMPOSITE COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
6" MIN. RECOMMEND ALUMINUM FLASHING SCREW LENGTH EQUAL TO COMPOSITE PANEL ROOF SCREW LENGTH EQUAL TO COMPOSITE PANEL ROOF EDITION RESIDENTIAL D EXISTING
BUILDING %
INSTALLED BELOW DRIP EDGE. PANEL THICKNESS PLUS I" MIN.) PANEL THICKNESS PLUS 1" MIN.) 'El
`EXISTING O'CAULK ALL SEAMS. 4f
10 -ALUMINUM FLASHING ATTACHED
V W/ #8 X 3/4" TEK SCREW AT 12" O.C.
360,9
_,2 COMPOSITE PANEL ROOF
T 2X3 PATIO 2X3 PATIO EDGE 11
EDGE / END BEAM
EDGE / END BEAM 0 0
"X 2" X 0.125" ANGLE
z w \-FASTEN PANELS TO 0.060" MIN. HEADER 2X3 UPRIGHT 2ee -, �-%l - 11 V" -011 - I
CHANNEL W/ #10 X 3/4" TEK SCREW AT W/ (3) #10 X 3/4" TEK SCREW
0
8" O.C.TOP AND BOTTOM EACH LEG, EACH SIDE OF UPRIGHT
C/)
57<
Uj FASTEN HEADER CHANNEL TO FASCIA (4) #10 X 4" TEK SCREW 2X3 OR 3X3 UPRIGHT PROFESSION AL
O.C.,
1/4"0 X 2-1/2" LAG SCREW AT 24" O�CINTO SCREW BOSS —A� -
2 ROWS STAGGERED. STRIP SEALANT ENGINEER OF RECORD
BETWEEN FASCIA AND HEADER CHANNEL COMPOSITE PANEL ROOF, UPRIGHT, AND COMPOSITE PANEL ROOF, UPRIGHT, AND
COMPOSITE PANEL ROOF EDGE END BEAM CONNECTION DETAIL EDGE / END BEAM CONNECTION DETAIL David W. Smith P.E.
CONNECTION AT FASCIA OPTION (INTERNAL) OPTION (EXTERNAL) FLORIDA LICENSE NUMBER: 53608
E Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
-
ALUMINUMCOILOR 2X2 MIN. OPTION #2 FLORIDA LICENSE NUMBER: 93654
VINYL SIDING KICK
PLATE ATTACHED TO 0.062" MIN. ALUM. INTERNAL HINGE LOCATION------'
t- Z E Joel Falardeau P.E.
IX OPEN BACK ALUMINUM MEMBER OR EXTERNAL RECEIVING T < <
--------- 7 -i
ALUMINUM--�, 0 W1 (1) #10 X 3/4" TEK LD _j CHANNEL W/ (4) #10 X 3/4� a_ LD D- FLORIDA LICENSE NUMBER: 70667
C� POST - - - - - - - - af SCREW AT 8"O.C. TEK SCREWS INTO UPRIGHT a_ Uj LIJ of
PER PLAN UPRIGHT OR BEAM AND (2) #12 X 3/4" TEK SCREWS LL E Erik Stuart P.E.
FASTEN 1X OPEN il SNAP OR SELF EACH LEG INTO GIRT HINGE LOCATION FLORIDA LICENSE NUMBER: 77605
BACK TO ALUMINUM ALUMINUM COIL 11
MATING OR HOLLOW
POST W/ #10 X 1-1/2" OR 11 0
TEK SCREW, 3" FROM VINYL SIDING IF VINYL SIDING USE MIN, FBC Plans & Engineering
TOP AND BOTTOM 11 2X PER PLAN 2X PER P�LAN:j
KICKPLATE 2X2X.044" VERTICAL Services, Inc.
AND 12" O.C. UPRIGHTS AT 24" O.C. MAX. S344 9th St.
II ATTACHED WITH 062" MIN. I HINGE LOCATION------' Zephyrhills, Fl. 33542
CLIP 1F Phone: (813)838-0735
1 Vj_ ANGLE W/ (2) #10 X 3/4" 0.062" MIN. ANGLEI 2X ALUM. NOTES: Email: erb@fbcplans,com
TEK SCREW PER FLANGE, W1 (2) #12 X 3/4" TEK I UPRIGHT Website: www,fbcp1ansxom
TOP, BOTTOM AND ON EACH SCREWS EACH LEG I PER PLAN 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 X 3/4"
SIDE OF UPRIGHT, TYPICAL OPTION #1 1 TEK SCREW MINIMUM. C.O.A. - #290S4
1X OPEN BACK TO ALUM POST 2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MIN.
ALUMINUM COIL OR VINYL SIDING 3. HINGES SHALL BE ATTACHED TO DOOR WITH (3) #10 X 3/4" DATE: 10114/2022
KICK PLATE TO ALUMIUM MEMBER CHAIR RAIL AND GIRT CONNECTIONS TEK SCREW. FASTEN A 1"X2"XO.044" TO UPRIGHT W/ #12 X 1-1/2"
TEK SCREW AT 12" O.C. AND WITHIN 3" FROM END OF THE UPRIGHT. DRAWN BY: DENNIS W. DUNN
TYPICAL SCREEN DOOR CONNECTION DETAIL
REVISION: DATE:
RO 1
2" X 2" X 0. 125" ANGLE 2X3 UPRIGHT (2) 2" X 2" X 0.125" ANGLE RO 2
(2) #12 X 3/4" TEK SCREW (TYPICAL EACH SIDE) RO 3
FASTENING UPRIGHT TO 1X2 OPEN BACK
EXISTING (2) #12 X 3/4" TEK SCREW RO 4
ANGLE IF IX2 O.B. USED OR (1) 1/4" 0 CONCRETE I FASTENING UPRIGHT TO
BLOCK WALL (3) #12 X 3/4" TEK SCREW ANGLE MIN. EMBED
L-V- SCREW ANCHOR INTO EACH ANGLE
2X END BEAM 2X3 ----I IF 1X3 O.B. USED MENT (TYPICAL EACH SIDE) JOB # 22
PER PLAN UPRIGHT I (TYPICAL EACH SIDE) SHALL BE 2-3/4" 0 JOB NAME & ADDRESS:
4"0 MASONRY ANCHOR 1 0
0 08 =,7 (TYPICAL EACH SIDE) 0 1X2 O.B, BASE MEMBER
EMBEDMENT MIN. I IX2 OR 1X3 O.B. BASE MEMBER (TYPICAL EACH SIDE) BOYCE
[6 TOP AND BOTTOM (TYPICAL EACH SIDE) . . . .... ..;
2" X 2" X 1/8" X'BEAM DEPTH' -� A O.C. 3107 KRESTERBROOKE LN.
3/8" 0 CONCRETE SCREW
RECEIVING CHANNEL 3/8" 0 CONCRETE SCREW
W/ 1/4"0 MASONRY ANCHOR C so ANCHOR THRU ANGLE AND O.B. ZEPHYRHILLS, FL. 33540
ANCHOR THRU ANGLE AND O.B.
W/ 2" EMBEDMENT MIN. INTO INTO CONCRETE AS SHOWN OR
INTO CONCRETE AS SHOWN OR
THRU ANGLE INTO CONCRETE AND
WALL AND (4) #10 X 3/4" TEK 1X O.B. PER PLAN THRU ANGLE INTO CONCRETE AND CONTRACTOR:
SCREW EACH SIDE INTO BEAM -LAL (MIN.} 1/4"0 CONCRETE SCREW ANCHOR 3" (MIN.) 1/4" 0 CONCRETE SCREW ANCHOR
THRU O.B. 6" FROM ENDS AND THRU O.B. 6" FROM ENDS AND SUNSTATE ALUMINUM
END BEAM TO HOST STRUCTURE DETAIL 24" O.C. BETWEEN UPRIGHTS. 3" (MIN.) 24" O.C. BETWEEN UPRIGHTS.
MIN. EMBEDMENT SHALL BE 2-3/4" MIN. EMBEDMENT SHALL BE 2-3/4" SCREEN ROOM
(TYPICAL EACH SIDE) (TYPICAL EACH SIDE) DETAILS
2X3 UPRIGHT W/ 1X2 OR I X3 O.B. BASE MEMBER 2X3 CORNER UPRIGHT AND 1X2 O.B. BASE MEMBER
I I S-4