HomeMy WebLinkAbout23-5629Mit—y—of -Zephyr h i 119
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-005629-2023 sj
Issue Date: 02/24/2023
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,
j[55��I 11111 11111�1111111 , 11111111p I III 111 11 . I
EWA=
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTORSIGNATURE -AqOFF14 PE IT CE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT C1RD FROM WEATHER
("4K
APPLICATION FOR APPROVAL
EXTERNAL ARCHITECTURAL OR LANDSCAPING
*1! ?EMM
From: OWNER: LOT #
ADDRESS
REQUEST FOR: I/
Preliminary Approval? Final Approval?
1, the undersigned owner, hereby request approval of the following described external architectural or
landscape improvement, alteration, addition, deletion or repair as required by the governing documents:
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Plans are attached: Yes No Estimate Date of Completion: '2
Note: Plans are REQUIRED for all requests detailing any and all changes proposed. Plans need to provide
1p. I rip ira t a
6
Owners Signature:
W�:
Approval valid until this date:
ZMEMM
Date:
Date:
Date: �—Z—
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
N
57T.Trju��
Owner Phone Number
"1 00, A on MOLM-1 W
SUBDIVISION IV/XLtd C11 /1140 0 e c44 S I PARCEL ID# 60JQ_- 066bb
yr (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRF--1 El ADD/ALT SIGN DEMOLISH
I INSTALL F-1 (RE P A
PROPOSED USE SFR 0 COMM OTHER
TYPE OF CONSTRUCTION BLOCK C:3 FRAME STEEL
DESCRIPTION OF -WORK
BUILDING SIZE
[73�11UILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL I7-1 AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
L
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
JW
=GAS ROOFING SPECIALTY OTHER Jld
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY CIA($
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
License#
3/d,
Address
ELECTRICICOMPY
AN ANE
REGISTERED ;;;;FEE C�URREII
SIGNATURE License
Address
PLUMBER COMPANY E
SIGNATURE REGISTERED ;;;;FEE C�URREII
Address License
MECHANICAL COMPANY ;� FEE CURREN����
SIGNATURE REGISTERED License #E____===
Address r-
OTHER COMPANY L==FEE C`uRRENE=____J
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 Plane, Stormwator Plains wl Sift Fence Installed,
Sanitary Facilities & I 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 now. construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl $01: Fence installed,
Sanitary Facilities & 1 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. (AIC 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 COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C I Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
General Notes
A. CONCRETE & FOUNDATION DESIGN:
I. 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 (33/4" 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 FIBERI'TESH,
TERMITE TREA TMENT 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.
8. 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 +/- 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 T-0" IN
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON 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 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 IN TALLED.
D.FASTENERS:
i. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3, ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, BAWL,
TATCON, 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 BX
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.
m ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185.
ii. 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 E1300
ASCE 7 -16
AA ASM35, AND SPEC. FOR ALUMINUM PART I -A, & I-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.
L TYR -- TYPICAL
2. SIM --SIMILAR
3. UON -- UNLESS OTHERWISE NOTED
4. CONT --CONTINUOUS
S. VIE -- VERIFY IN FIELD
G. RESPONSIBILITY:
L 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.
S. 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 REG 7TH EDITION
R 45OL17.1 IN ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST,
5. SCREENING MATERIAL SHALL BE I8X14X0.013 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 3280105, (@)
THROUGH (a,(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY
OUTSIDE FROM ALL 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.
fi RIMFITIMA
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130MPH
NOMINAL DESIGN WIND SPEED Vasd; 110 MPH
2, RISK CATEGORY: 1
3. WIND EXPOSURE: B
4. INTERNAL COEFFICIENT: CARPORT EXT, (OPEN STRUCTURE) +/- 0.00
5, WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE I: +12.4/-48,4PSF
ROOF ZONE 2: +12.4/-619 PSF
ROOF ZONE 3: +12.4/-87.1 PSF
6. EXISTING 4" CONCRETE SLAB, 2500 PSI CONCRETE W/ 6"X6'--#10WWM AND/OR 3000 PSI FIBERMESH
AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE
7. SOLID ROOF TYPE: 3'x12"x.024" ALUM. RISER PANS, FL 16952 OR EQUIV.
EXISTING 3" RISER PANS
low M9119INTA64
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 5" 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:---------------------------------------- I" 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"
NANIM��wx
2x4SMB: ----------------------
2" x 4" x 0,044" x 0.100"
2x5SMB: ----------------------
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"
2x8SMI3 -----------------------
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"
WORK SHAU- cx,,P.,A,o,,,v, ,,,1rrH P.F4%E',,!AA3UNG
iass AL','"ELEC."TRIC' C'ODE,
v
THE Clr� OF ZEPH',, HILL,
MANC'ES
'04%1 L ILAJ
-7 "Y C-f" Z EP'ri YR r UL
INDEX
S-1 GENERAL NOTES
S-2 DRAWING PLANS & ELEVATIONS
S-3 DETAILS - CARPORT EXTENSION
S-4 DETAILS - CARPORT EXTENSION
I HEREBY CERTI� REVIEWED
THIS I iTa-16 AND T(ZC7TH
EDIT) CD� RES1kDPNT4At*e NU� ExI STI N G
BUILZ�[NG�-
OFESS
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PROFESSIONAL ENGINEER SEAL
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
kervices, Inc.
5344 9th St
Zephyrhills, fl. 33542
Phone: [813)838-0735
Website: wvrw.fbcp1ans.com
C.O.A. - #29054
DATE: 02/04/2023
DRAWN BY: MARK DUNN SR.
I REVISION: I DATE: I
JOB# - 230116265
CREGG
GRAND HORIZONS MHP
37604 NEW HORIZONS BLVD.
ZEPHYRHILLS, FL 33541
SUNSTATE ALUMINUM
ENGINEERS NOTES
S-1
EXISTING
SHED
cc
PROPOSED 3"x12"x.024" ALUMINUM
RISER PAN ROOF, FL 16952 OR EQUIV.
(ABOVE CTORT EXT.)
EXISTING MOBILE HOME
_10.4.
L
2x4 4TH WALL SMB
f
2x3 KNEE
2x6 MID SPAN SMB
-------------- ---------------
BRACE TYP.
EXISTING
EXISTING
<
U
CARPORT
DRIVEWAY
C71
ad
L
L
---------------- ---------------
EXIST . 2 x6 EDGE SMB
PROPOSED
CARPORT EXT.
i r- 3x3x.125 TYP.
2x4 EDGE SMB �
EXIST. 4" CONC. SLAB EXIST. 3" RISER PAN ROOF
w/8x8 FOOTER (ABOVE EXIST. C-PORT & SHED)
EXIST. 3" RISER PAN ROOF PROPOSED 3"x12"x,024" ALUMINUM
RISER PAN ROOF, FL 16952 OR EQUIV.
EXIST. 2X6 SMB
TO REMAIN
EXISTING 2x4 EDGE SMB 20 KNEE
SHED N BRACE TYP.
PROPOSED
BEYOND CARPORT EXT.
EXIST. 4" CONC. SLAB
w/8x8 FOOTER
101_0"_
20'
2x4 EDGE SMB
I HEREBY CERTIE.NT#jAT11R16V, REVIEWED
THIS PLAN OW VIN/
COMPLI 9116 AND F TH
EDITIQN E .TAAl' NUpEY STIN
BU
z 0j
&
F
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORI:
David W. SII Ali mith P.E.
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
L
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
Website: www.fbcplans.com
PROPOSED 3"x12"x.024` ALUMINUM
C.O.A. - #29054
RISER PAN ROOF, FL 16952 OR EQUIV.
DATE: 02/04/2023
EXIST. 2x6 SMB TO REMAIN
DRAWN BY: MARK DUNN SR.
EXIST. 3" RISER PAN ROOF
2x6 MID -SPAN SMB
2x4 4TH WALL SMB
REVISION:
DATE:
RO 1
XCARRIEP, SMB i
PROPOSED
CARPORT EXT. mx
w/SHED SHOWN
BEYOND
20 KNEE
BRACE TYP.
EXISTING
MOBILE
HOME
RO 2
RO 3
RO 4
JOB NAME &ADDRESS:
CREGG
EXIST. 41' CONC. SLAB
w/8x8 FOOTER
GRAND HORIZONS MHP
_01. 1T-0"
37604 NEW HORIZONS BLVD.
ZEPHYRHILLS, FL 33541
CONTRACTOR:
FRONT ELEVATI®N
SUNSTATE ALUMINUM
PLANS & ELEVATIONS
S-2
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AN%kypqVIqO BE IN
T
COMPLI -iAdMD FBC 7TH
EDITM K AND EXING
RECOMMEND ALUMINUM FLASHING
D
EDG
INSTALLED BELOW DRIP EDGE, PAN
E,
..........
C
FASTEN ALUM, RISER
F A EN ALUM
FASTEN
A
CAULK ALL SEAMS ROOF TO BEAM W/ #10 X 3/4"
R 0 0 F To BEAM
TEK SCREW AND 3/4"0
T E K SCREW A
RISER PAN t
N
NEPRENE W
NEOPRENE WASHER, 4 PER PAN
E OPRENE
FASTEN ALUM.
j
6" MIN.
6- 1
MIN.
3/4 " TEK
#8 X 3/4" TEK SCREW AND 1`0
8
�'VS -N(GR
ROOF TO 2x EDGE SMB PER PLAN
W1#10X AND 3/4"0
3/4" TEK SCREW A
P RENE W
NEOPRENE WASHER @ EACH RIB
N E 0
COP
NEOPRENE WASHER, 4 PER PAN
it
NEW ER PAN ROOF
. . . . . .
- - - - - - - - - - - - -
F
EXIST, RISER PAN ROOF
f
T_
NEW 2x CARRIER ==t=—
P FE NAUtONEER SEAL
RO
(N) SEE CHART 3/8" THRU BOLTS, WALL
2x 4THWALLSMB
SMB
SMB PER PLAN
(N) SEE CHART 3/8" THRU BOLTS,
ENGINEER OF RECORD:
WASHERS, AND NUTS , 11 93 PEER PLAN
WASHERS, AND NUTS,
CORROSION RESISTANT I
CORROSION RESISTANT
David W. Smith P.E.
LJJ
FLORIDA LICENSE NUMBER: 53608
�E
M 0
0 2x— CARRIER
BEAM TO '�' '�'. NEW 2x SIAS EDGE
SEE BEAM TO POST DETAIL U) z
-7
MAY NOTCH SMB PER PLAN
0 < SMB PER PLAN
IL _5
CENTER OR I I
a.
� �
Thomas L. Hanson P.E.
EDGE OF POST I
---4— 4—
_j [L
< Z) w
FLORA LICENSE NUMBER: 38654
ID
00 < z SEE BEAM TO POST DETAIL,
Ian J. Foster P.E.
Cr
D Uj
RISER PAN ROOF, CARRIER BEAM, EDGE
FLORIDA LICENSE NUMBER: 93654
_j
<
BEAM AND POST CONNECTIONS DETAIL
E
Joel Falardeau P.E.
4TH WALL CONNECTIONS
FLORIDA LICENSE NUMBER: 70667
ALUM. RISER PAN ROOF, POST AND BEAM
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, fl. 33542
FASTEN ALUMINUM RISER PAN ROOF TO NEW
Phone: (813)838-0735
Website: ww-w.fbcp1ans.corn
2x8 SMB W1 #10 X3/4"TEK SCREW AND 3/4"0
C.O.A. - #29054
FASTEN EXIST, ALUM. RISER PAN
NEOPRENE WASHER @ 8" O.C.
ROOF TO NEW 2X6 MID SPAN SMB
j
DATE: 02/04/2023
W/ #10 X 3/4" TEK SCREW AND 3/4"0
EXIST._
ALUM. R_ISER_�
NEOPRENE NEOPRENE WASHER, 4 PER PAN
PAN ROOF
DRAWN BY: MARK DUNN SR.
REVISION: DATE:
EXIST ALUM.RISER
EXIST. 2x6 EDGE
SMB PER PLAN
PAN ROOF
RO 1
NEW ALUM, RISER
PAN ROOF
RO 2
RO 3
—NEW 2x6 MID SPAN
SMB PER PLAN
00
RO 4
NEW 2X9 CARRIER
a 0
SMB PER PLAN
NEW 2X9 CARRIER
SMB PER PLAN
FASTEN EXIST. 2X6 EDGE SMB TO
JOB NAME & ADDRESS:
NEW 2X9 CARRIER SMB ATTACH ALUM. RISER PAN
W/(4) 2" X 2" X 0.125" ANGLE ROOF TO HEADER CHANNEL
CREGG
FASTEN NEW 2X6 MID SPAN SMB
W1 #12 X 3/4" TEK SCREW W1 (4) #10 X 3/4" TEK SCREW
GRAND HORIZONS MHP
TO NEW 2X9 CARRIER SMB
(1) SCREW PER INCH OF ANGLE AND VO NEOPRENE WASHER
37604 NEW HORIZONS BLVD,
W/(4) 2" X 2" X 0. 125" ANGLE
ALL FLANGES/CONNECTION POINTS PER PAN (BACK OF PAN)
ZEPHYRHILLS, FL 33541
W/ #12 X 3/4" TEK SCREW
(1) SCREW PER INCH OF ANGLE
FASTEN HEADER CHANNEL
CONTRACTOR:
ALL FLANGES/CONNECTION POINTS
TO BEAM W1 (2) #10 X 1-1/2"
TEK SCREW @ 12" O.C.
SUNSTATE ALUMINUM
ALUM. RISER PAN ROOF AND BEAM
ALUM, RISER PAN ROOF AND BEAM
CARPORT EXT. DETAILS
S-3
FASTEN SMB TO RECEIVING
CHANNEL W/ #10x3/4" TEKS
(1 SCREW / INCH OF BEAM HEIGHT)
STAGGERED, BOTH SIDES
SMB PER PLAN
MIN. 060 RECEIVING CHANNEL ALUMINUM
FASTENED TO POST W1 #10x3/4' TEKS POST
(1 SCREW/ INCH OF BEAM HEIGHT) PER PLAN
STAGGERED
BEAM TO POST CONNECTION
FASTEN RECEIVING CHANNEL
TO SMB W1 #10 X 3/4" TEK SCREW
(1 SCREW / INCH OF BEAM HEIGHT)
STAGGERED, BOTH SIDES
2X SMB PER PLAN
FASTEN INTERNAL OR EXTERNAL
RECEIVING CHANNEL TO STRUCTURAL
WALL MEMBER WITH 1/4"0 X 2" LAG SCREW
(1 SCREW / 2 INCHES OF BEAM HEIGHT)
El
0
1-1/2" X 2-1/8'X 1-1/2" X 0,062"
MIN. INTERNAL OR EXTERNAL
RECEIVING CHANNEL
0
0
0
0
_j z
C)
2"x3" KNEE BRACE
(12"x12") - 45* MIN.
ALUMINUM COLUMN
LOCATED PER PLAN
CONNECT KNEE BRACE TO
COLUMN/BEAM WITH.060" MIN.
REC, CHANNEL OR GUSSET PLATE
FASTEN W/(3)#1Ox3/4" TEKS
AT EACH CONNECTION PT.
S.M,B, DEPTH
'H'
S.M.B, WEB
WALL
TUBE WALL
'T'
'N'
CORROSION RESISTANT
SIZE
UPLIFT
CAPACITY
4'
045'
06'
(5
3/8'
BOLTS,
NUTS,
WASHERS
1720
LBS�
5'
050'
(2)
3/8'
BOLTS,
NUTS,
WASHERS
2,550
LBS
6'
050'
06-
(3)
3/8'
BOLTS,
NUTS,
WASHERS
2 �550LBS
7-
.055'
06'
(3)
3/8-
BOLTS,
NUTS,
WASHERS
3,500
LBS
7'
.055'
1(3.)
3/8'
BOLTS,
NUTS,
WASHERS
3,600
LBS
7'
Z55'
125'
1 (3)
3/8'
BOLTS,
NUTS,
WASHERS
4,500
LBS
a,
.072'
06'
(4)
3/8'
BOLTS,
NUTS,
WASHERS
5,500
LBS
.072'
(4)
3/8-
BOLTS,
NUTS,
WASHERS
7,000
LBS
072'
.125'
(4)
3/8'
BOLTS,
NUTS,
WASHERS
7,000
LBS
91
072'
Z6'
(4)
3/8'
BOLTS,
NUTS,
WASHERS
7,000
LBS
91
072'
(4)
3/8'
BOLTS,
NUTS,
WASHERS
8,900
LBS
A25'
(4)
3/8'
BOLTS,
NUTS,
WASHERS
ERS
500
LBS
.125'
(4)
3/8 -
BOLTS,
NUTS,
;6
WASHERS
19 000
11, LBS
NOTEi
SITE
OTHER BOLT SIZES AND QUANTITIES MAY
SPECIFIC PLANS AND CALCULATED UPLIFT
BE USED PER
CAPACITY REQUIRED
#10 X 3/4" TEK SCREW AND
3/4" 0 NEO-PRENE WASHER
4 PER PAN AT ALL BEAMS
AND 8" O.C. AT RAKE 3" X 12" ALUM.
F RISER PAN ROOF
2X SMB PER PLAN
CONNECTION W/ (N) PER CHART
3/8" THRU BOLTS, WASHERS AND NUTS
CORROSION RESISTANT TYPICAL
ALUMINUM POST I COLUMN PER PLAN
I HEREBY CERTIFY THAT I HAVE REVIEWED
LAN AND FO, PI 4'4 Tq N
COMPLIANCE%1"* tA16rAN6/FTC7TH
EDITIONm EXISTIN
BUILDIp 0 �fir
C
0
F
PIOFESSO'�
�ALJA - --, te"'
PROFESSIO WN SEAL
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
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
I
Met
5344 9th St.
Zephyrhills, fl. 33542
Phone: (813)838-073S
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 02/04/2023
DRAWN BY: MARK DUNN SR.
TOP VIEW NOTE:
OPTION 1 -(1) 112"0 LDT CONCRETE SCREW
MINIMUM EMBEDMENT OF ANCHORS INTO
REVISION:
DATE:
PER OUTER FLANGE AS SHOWN,
CONCRETE FOOTING SHALL BE 2-3/4" AT ALL
WITH 2-3/4" EMBEDMENT
POST LOCATIONS, ALL SCREW LENGTHS AT
RO 1
(MIN. CONCRETE EDGE DISTANCE - 3")
POST CONNECTIONS SHALL BE OF SUFFICIENT
LENGTH FOR REQUIRED EMBEDMENT INTO
RO 2
CONCRETE WHEN A PAVER DECK IS PRESENT.
RO 3
(2) 3/8"0 MACHINE BOLTS
WITH WASHERS OR
ALUM. SQUARE COLUMN / POST
RO 4
(4) #14 X 3/4' SMS EACH SIDE
2" X 2" X 0. 125" ANGLE EXTERNAL
OR EQUIVALENT POST BASE
OPTION 2:- (2)3/8" CONCRETE ANCHORS
PER EXTERIOR FLANGE,
14AII
OPTION #3'
JOB NAME &ADDRESS:
MIN. DISTANCE BETWEEN - 2" O.C_
FOR INTERNAL FASTENING (4) 1/4"0
WITH 2-3/4" EMBEDMENT
CONCRETE SCREW WITH 3" EMBEDMENT
CREGG
(MIN. CONCRETE EDGE DIST NCE - 3")
(MIN. EDGE DISTANCE 3" AND MIN. SPACING 2")
GRAND HORIZONS MHP
37604 NEW HORIZONS BLVD,
ZEPHYRHILLS, FL 33541
CONTRACTOR:
FRONT VIEW
3x3 POST TO CONCRETE
SUNSTATE ALUMINUM
CARPORT EXT. DETAILS
S-4