HomeMy WebLinkAbout21-2796.=~�y of Zepmmymmmuums
5335Eighth Stmeet
ZephvrhUls.FLS354
Phone: (813)78O-OO20
Fax: (813)78O-OU21
Issue Date: 09/08/2021
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,
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
ITHOUT APPROVED INSPECTION
INSTR#2021192064ORf3KlO434PG2194 P-g-lofl
09/09/2021 12:46 PM Ropt: 2349731 Rec: 10,00 IDS: i IT: 0.00
Nikki Alvarez-Sowles, Esq,,'Pasco County Clerk & Comptroller
li- "
T �±I-�11
Permit No.
Property Identification No 34 26 210180 00000 3690
THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real Property, and in accordance with
Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
Section 34, Township 25 south, Range 21 east
a) Name and address: —t 40 —7 2�—� wn 0
b) Name and address of fee simple titleholder (if OthitI 111111an o
c) Interest in Property
41.Contractor Information -7 M k-'A411 q""^-
a) Name and address:
b) Telephone No:.
5.Surety Information
8) Name and address:
b) Amount of Bond: Fax No. (opt)
c) Telephone No.:
6.Lender
a) Name and address:
10 No.
I : ... 1111! may be served,.
t,� �fother—N I "
person within the State designated by owner upon waom n0mii or
7. Iden ty 0 person
a) Name and address: Fax No. (opt)
b) Telephone No.: arson to receive a Copy of the L14ni Notice as Provided in Soctlion
II.In addition to himsi owner jes igfollowing
aise 3 the P
713,13(t)(b), Florida Statutes:
a) Name and address: Fax No. 11 �d
b) Telephone No.: unless
date of Notice of commencement (Me expiration uute year from the daft air recor iffreat daft is
specified):
EXPIRATION OF THE NOTICE OF
WARNING TO OWNER' ANY PAYMENTS MADE By TIM OWNER AFTER THE 713, PART 1, SECTION 713.13,
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER PROPERTY,
RESULT IN YOUR PAYING TWICE FOR IMPROVEMZNTS TO YOUR
FLORIDA STATUTES, AND CAN THE FIRST
EMF 'NT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE
A NOTICE OF COMMENC FMANCING, CONSULT YOi LENDER OR AN ATTORNEY BEFORE
INSPECTION. IF YOU INTEND To OBTAIN OMME MENT.
COMMENCING WORK OR RECORDING YOUR NOTICE OF C
STATE OF FLjORTDA
COUNTY OF PASCO Signatmc of of
eI C� (V iiii ------------
—CC, IV I
• name
t was acknowledgcd before me this —M day of 201 by
'Tb fo 0 e ype of ority, oi af W, "AM "florae"
as (same of party on half of m lAstrima's was executed}.
in for
P Known OR produced Identification Notary SiPatm
Type of Identification Produced
Name (print)
Verification pursuant to Section 92-525, Florida Statutes. Under penalties of perjury, I declare that I have mad the foregoing and that
the facts stated in it am true to the best Of MY knowledge and belief.
F0RM&N0QA*9a"
Ili MOW
" ) Expires 12,2022
JACOiRINEROGES
CommissloirilIGG276467
"2 N'
7
813-780-0020 City of Zephyrhillsfermit,ApplicationFax-813-780-0021
Building Department
Date Received Phone Contact for Permlttln
Owner's Name Owner Phone Number ?O
z � a
Owner's Address r rPC t t & Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
r ---------------------------------------------------------------------------------------------------------- I ----------
Fee Simple Titleholder' Address
JOB ADDRESS 76>5 1 P 1"eOf"if XVC LOT # 3 57
Via,
SUBDIVISION"�`�°"as�-'�r"� t`��a�� pAF2CL1 ,�, �
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR �. ADD/ALT E= SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
PE OF CONSTRUCTION BLOCK FRAME STEEL
h � B � t a
DESCRIPTION OF WORK
7 "
P P
BUILDING SIDE [:::::= SO FOOTAGE FfEIGfiT
BUILDING VALUATION OF TOTAL CONSTRUCTiON
ELECTRICAL AMP SERVICE PROGRESS ENCRGY W.R.E.C.
PLUMBiNG
MECHANICAL VALUATION OF MECHANICAL INSTALLATION G1, ,. GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES iV
COMPANY
BUILDER SIGNATUREREGISTERED YIN FEE CURREN Y I N
Address N License #
ELECTRICIAN COMPANYw
SIGNATURE REGISTERED Y f N FEE CURREP Y P N
Address. License#
PLUMBER COMPANY
SIGNATURE REGISTERED ;;;;��CURRE�
Y P N
Address
License #
MECHANICAL COMPANY
SIGNATURE REGISTERED;;;;�FEE URRE� Y 1 N
.Address License
OTHER COMPANY
SIGNATURE REGISTERED Y 1 N �FEERRER Y P N
Address License #
RESIDENTIAL Attach (2yPlot Plaits; (2) sets of Building Flans; (1) set of Energy Forms; RZ O.W Permit for now construction,
Minimum ten (10) working days after submittal date. Required bnsite,'Constructibti Plans, Storrnwator Plans w/ Silt Fence lostall6d,;
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsparge projects
COMMERCIAL Attach (2)'complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date.: Required onsite; Construction Plans; Stormwater Plans w/ SlIt Fence installed,
Sanitary Facilit€es & 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 $ 500, a Notice of Commencement Is required. (A/C upgrades over $750 )
Agent (for the contractor) or Power of Attorney (for the owndr) Would be someone with notarized letter from owner authorizing same
OVER THE COUNTEi2 PERMITTING (copy of contract required)
Rerools if shingles Sewers Service Upgrade A/C Fences (PlottSurvey/Footage)
Driveways -Not over Counter if on public roadway _needs ROW'
R3O2.6Dwelling-garage fire separation.
The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with
Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation
provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent
dwelling unit wall,
TA8LER3U2.6
DWELLING -GARAGE SEPARATION
SEPARATION
MATERIAL
From the residence and attics
Not less than l/2-|nchgypsum board orequivalent applied %othe garage side
From habitable rooms above the garage
Not less than 5/O-inchType Xgypsum board orequivalent
Structure(s) supporting floor/ceiling assemblies used for separation required by this section
Not less than 1/2-inchgypsum board orequivalent
Garages located less than 3feet from adwelling unit onthe same lot
Not less than 1/2-|nchgypsum board orequ|va|ent applied tothe interior side ofexterior walls that are
within this area
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,
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4",
AIR ENTRAINING +/- 1% - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAI. 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 GROAT 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:
L ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY,
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-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 INSTALLED.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, PAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4, ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALI. BE
HOT DIPPED GALVANIZE➢,
S. ALI.. LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS,
9. ALL FASTENERS SHALI. COMPLY WITH ASTM A153.
10, ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-13
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:
TIME 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
5. VIP -- VERIFY IN FIELD
G. RESPONSIBILITY:
i. ALL SITE WORK SHALI. BE PERFORMED BY 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.
DESIGN DATA:
1,
RISK CATEGORY:
GARAGE: II
CARPORT I
2.
ULTIMATE DESIGN WIND SPEED Vait, (3 SECOND GUST):
140 MPH
130 MPH
NOMINAL DESIGN WIND SPEED Vasd:
11O MPH
110 MPH
3.
WIND EXPOSURE:
B
B
4.
WIND LOADS -
ENCLOSED:
OPEN:
+/-0.18
+/- 0.0
FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6
ROOF: ZONE 1: 14.3/-56.2 WALLS: ZONE 4: 35.3/-38.2
ZONE 2: 14.3/-74.1 ZONE S: 35.3/-47.2
ZONE 3: 14.3/-101.0
S. SOLID ROOF TYPE:
GARAGE: 3"1481.024% 2 LB. DENSITY EPS FOAM COMPOSITE PANEL ROOF, FL 7561 OR EQ.
SOLID ROOF (MWFRS): 23 PSF
DEFLECTION: L /180
MAXIMUM ALLOWABLE SPAN: 15AW
SITE SPECIFIC DESIGN SPAN: 13.50'
CARPORT: T1.032", 1 LB. DENSITY EPS FOAM COMPOSITE PANEL ROOF,
FL 7561 OR EQ.
SOLID ROOF (MWFRS): 20 PSF
DEFLECTION: L /120
MAXIMUM ALLOWABLE SPAN: 15.96'
SITE SPECIFIC DESIGN SPAN: 14.00'
6. FOUNDATION:
NEW CONCRETE SLAB AND FOOTERS PER SECTION 'A' OF GENERAL NOTES AND SITE SPECIFIC
DETAIL. NEW 4" CONCRETE DRIVEWAY AND SIDEWALK
HOLLOW SECTIONS
INDEX:
2 x 2:
---------------------------------------2" x 2" x 0,044"
S-1 GENERAL NOTES
3 x 2:
---------------------------------------3" x 2" x 0.050"
S-2 DRAWING
S-3 DRAWING
2 x 3:
---------------------------------------2" x 3" x 0.050"
S-4 DETAILS
2 x 3:
--------------------------------------2" x 3" x 0,070"
S-5 DETAILS
2 x 4:
---------------------------------------2" x 4" x 0,050"
S-6 DETAILS
S-7 DETAILS
2 x 5:
---------------------------------------2" x 5" x 0.050"
S-8 DETAILS
OPEN BACK SECTIONS
1 x 2:---------------------------------------- 1" x 2" x 0.040"
1 x 3:----------------------------------------1." x 3" x 0.045„
SNAP SECTIONS
2 x 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"
2 x 4 SMB:----------------------
2" x 4" x 0.044" x 0.100"
2 x s SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMS:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0,120"
2 x 8 SMB:----------------------
2" x 8" x 0,072" x 0.224"
2 x 9 SMB:----------------------
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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I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASC,E 71643ND20W FBC
7TH EDITIONRESiD41t,& EXIS'CENG
r•.
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE. NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website: www.fbcplans.com
email: erb@fbcplans.com
DRAWN BY: W.P.
DATE: 08/24/21
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
OWNER
CITY OF BUILDING
ZEPHYRHILLS "NOTICE55 DEPARTMENT
OF ADDITION OR CORRECTION
ADDRESS DATE PERMIT#
the followin'c't additions or co"rrectlions shall be made before the iolo
THIS JOB HAS NOT BEEN COMPLETED. will be acre
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covered, any part of the work with flooring, lath, earth
or other material, until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 8:00 AM - 4:30 PM MON.-FRI.
AFTER CORRECTIONS ARE MADE CALL
780-00
INSPECTOR
PATIO COVER WITH
COMPOSITE ROOF
& NEW CONCRETE
SLAB
Im
1,0
X
J--8"WX8"D
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MONOLITHIC
FOOTING
C -0 Dr- I
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35
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PLAN EXAMNER_
EXISTING 20211 JACOBSEN
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ry
BEDROOM j BEDROOM
(A
X
GWB APPLIED TO—
G 2X6 WOOD FRAME
I WALL OF HOME PER
R302.6
L--------------
\-4X4
OR 6X6X.125"
ALUM. POST, SEE
4TH WALL f-COWN, - - - - -
OPTIONS I
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L- - - - - - - -
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- - - - - - - - - - - - - - - -- PR.32X60 SH
3"X3"X.093" A 14'-0' 26'-8"- WALL
ALUM, POSTS - I 77'—A" — M(Y
UNDER BRICK
VENEER, SEE DETAIL
Ff r)r)R PI AM
SCALE: 1/8" = 1'-0'
ka
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0+
n
ICK VENEER
MATCH EXIST.
NEW CONCRETE DRIVEWAY TO STREET
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
7TH EDITION RESIDENTIAL& EXISTING
c? 'o
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F. N
Ft
PROFESSIONAil! WER §NL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 386S4
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, H. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
C.O.A. - #29054
DRAWN BY: W.P.
DATE: 08/24/21
REVISION:
DATE:
RO 1
q11 L412 I
RO 2
a
V)
RO 3
R04
#210817242
PROJECT ADDRESS:
RAFAEL COLON
GRAND HORIZONS MHP
7851 KAY MARIE AVE.
ZEPHYRHILLS, FL 33541
CONTRACTOR:
OWNER
FLOOR PLAN
S-2
3"X48"X * 024" 2 LB. DENSITY
DBL. 2X9 RIDGE BEAM
DBL. 2X9 RIDGE BEAM
FOAM COMPOSITE PANEL
ROOF, FL 7561 OR EQ.
MANUF. HOST BEAM
12 ,213
3
GLUE—DOWN
3"X48"X.032" 1
LB DENSITY
SHINGLES
EPS FOAM COMPOSITE PANEL
ROOF, FL 7561
OR EQ.
\-2X8 SMB
P-
14'X8' OHD
PATIO COVER & NEW
CONCRETE SLAB
CONCRETE DRIVEWAY
SEE PLAN
14'-0"
26'-8'— WALL
12"WX1 6"D
27'-4"— FOOTING
MONOLITHIC
18'-0"
FOOTING
L FOOTING
2X6 P.T. STUDS
FRONT ELEVATION
EXTENDS UNDER
FINISHED WITH
SCALE: 1/8" = 1'-0'
BRICK VENEER,
VINYL SIDING
SEE DETAIL
ELEVATION
SCALE. 1/8'
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
7TH EDITION RESIDENTIAL & EXISTING
ff
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PROFESSIONAL Ei&1N R SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl, 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcptans.com
C,O.A. - #29054
DRAWN BY: W.P.
DATE: 08/24/21
REVISION:
DATE:
RO 1
RO 2
RO 3
R04
#210817242
PROJECT ADDRESS:
RAFAEL COLON
GRAND HORIZONS MHP
7851 KAY MARIE AVE.
ZEPHYRHILLS, FL 33541
CONTRACTOR:
OWNER
ELEVATIONS
S-3
I HEREBY CERTIFY THAT I HAVE REVIEWED
26'-8"
THIS PLAN AND FOUND IT TO BF. IN
COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
7TH EDITION RESIDENTIAL & EXISTING
I
— — — — — — — — — — — — — — — — ---------
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PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
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David W. Smith P.E.
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FLORIDA LICENSE NUMBER: 53608
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Thomas L. Hanson P.E.
III
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FLORIDA LICENSE NUMBER: 38654
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Myron Max Neal, P.E.
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FLORIDA LICENSE NUMBER: 86663
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Joel Falardeau P.E.
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FLORIDA LICENSE NUMBER:70667
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Erik Stuart P.E.
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FLORIDA LICENSE NUMBER: 77605
STEPS &
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DRAWN BY: W.P.
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DATE: 08/24/21
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REVISION:
DATE:
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I 2X6 WOOD FRAME III ALUM. POST, SEE 1
BRICK VENEER
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WALL OF HOME PER III 4TH WALL PCfFNt<-7----I
TO MATCH EXIST.
RO1
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RAFAEL COLON
! MONOLITHIC
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GRAND HORIZONS MHP
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7851 KAY MARIE AVE.
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NEW CONCRETE DRIVEWAY TO STREET _.._.._..
ZEPHYRHILLS, FL 33541
3"X3"X.093"
CONTRACTOR:
-----------------
PR.32X60 SH
14'-6"
26'-8"- WALL
29'-0^ 3°-0"
ALUM. POSTS
27'-4" — FOOTING
OWNER
FOOTING EXTENDS 12"WX16"15
UNDER BRICK MONOLITHIC
VENEER, SEE DETAIL FOOTING
FLOOR PLAN
FLOOR PLAN
SCALE: 1/8" = 1'-0"
EXIST. HOME ROOF
3"X48"X.032" 1 LB. DENSITY
EPS FOAM COMPOSITE PANEL
ROOF, FL 7561 OR EQ.
3"X48"X.024" 2 LB. DENSITY
EPS FOAM COMPOSITE PANEL
ROOF, FL 7561 OR EQ.
JYY
2X8 SMB
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PATIO COVER WITH NEW X
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X
CONCRETE SLAB r
.
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BRICK VENEER
TE10h MATCH EXIS:.w
16'-6" 16'-6"
48'-0"
18'-0" GARAGE)
66'-0'
SCALE: 1/8" = 1 °-0"
3"X48"X024" 2 LB. DENSITY
DBL. 2X9 RIDGE BEAM, EPS
FOAM COMPOSITE PANEL
ROOF, FL 7561 OR EQ,
" MANUF. HOST BEAM 12 12
3 l;F--��13 _I
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3"X48"X.032" I LB. DENSITY-
EPS FOAM COMPOSITE PANEL
ROOF, FL 7561 OR EQ.
-- \-2X8 SMB
to
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'6
P-
00
to PATIO COVER & NEW -1
C I )—
I CONCRETE SLAB
FCONCRETE DRIVEWAY
=L"SEE PLAN
12 "WX 1 6"D
14'-6'
26'-8"— WALL
JMONOLITHIC
FOOTING
L FOOTING
L 2X6 P.T. STUDS
EXTENDS UNDER
FINISHED WITH
BRICK VENEER,
VINYL SIDING
SEE DETAIL
ELEVATION
SCALE: 1/8" = V—C
GLUE —DOWN
SHINGLES
can
I
14'X8' OHD EXIST HOME
(`-BRICK VENEER
-1 TO MATCH EXIST.
FRONT ELEVATION
SCALE: 1/8" = V-0'
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
7TH EDITION RESIDENTIAL & EXISTING
<
�5
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Website: www,fbcplans.com
C.O.A. - #29054
DRAWN BY: W.P.
DATE: 08/24/21
REVISION: DATE:
RAFAEL COLON
GRAND HORIZONS MHP
7851 KAY MARIE AVE.
ZEPHYRHILLS, FL 33541
COIJTZ�,CTOR:
ELEVATIONS
0 3-3
ALUM RIDGE CAP W/
#lox 5/8" SMS
T1,125" HEADER -
W/#12X3//4" @ 12" O.C.
TOP & BOTTCiM INTO ROOF
#8X1�2"SMS TO ATT.
LASHING TO R,
PANEL @ 12"
(2) 2X9 ALUM. RIDGE BEAM
PERDTABLE1
ALUM. BEAM ATTACHMENT TO WALL FRAMING
W/2"X2"X.125" ANGLES. FASTEN ANGLES TO
STUDS W/(4) 1/4"OX3" LAG SCREWS. FASTEN
2X SMB TO ANGLE W/#12X3/4" SMS, 1 SCREW
PER INCH OF BEAM HT.
ALTERNATE CONNECTION
W/RECEIVING CHANNEL, SEE BEAM
TO WALL DETAIL
SIMPSON SP2 OR EQUIV.
2X DOUBLE TOP PLATE
(5) 2X4 STUDS
FOR BEAM ATTACHMENT
FASTEN STUDS W/16d NAILS @ 12"
O.C. F.A. SIDE, STAGGERED
SIMPSON LSTA15
OR EQUIV. TYP. @ EA. STUD TO
HEADER CONNECTION
X—(2) SIMPSON LSTA15
FASTENED PER MFGRS SPECS
RIDGE BEAM GABLE END FRAMING
VINYL JIUINU AI5UVt1, INJIAt
PER MANUF. SI
SILL BRICK, SLOPE 1/2" I
CAULK TO �
�i1�11►slf[.9IIII�iiIIaT.9I(
BRICK VENI
BRICK TIES @
WATER RESIST'.
BARRRIER, PER R703.
1" AIRSP[
WEEPHOLES @ 4
FLASH
4" CONCRETE SLAB & FOOTING,
WALL SECTION
FOR DECORATIVE SHINGLE APPLICATION TO ALUM.
COMPOSITE PANEL USE PL PREMIUM OR O.S.I.
ADHESIVE RT-600 AND PROVIDE (2)-1/2" THICK
CONTINUOUS ADHESIVE LINES PER SHINGLE
SPACED 4"-6" APART, TYP.
FASTEN COMPOSITE PANEL TO BEAM WITH #12 TEK --
SCREW AND 1-1/4"0 NEOPRENE WASHER AT B" O.C. (USE
SCREW LENGH EQUAL TO COMPOSITE PANEL THICKNESS
PLUS 1" MIN.)
FASTEN 3" COMP. PANELS TO TOP PLATE
W/l/4"O LAG SCREWS W/NEOPRENE
WASHERS, 1-1/Z" MIN. EMBEDMENT, @ 8" O.C.
DBL 2"X6" TOP PLATE (ONLY NON -TREATED WOOD IN
CONTACT W/ALUM. ROOF OR PROVIDE IMPERVIOUS
MOISTURE BARRIER)
DBL. 2X HEADER WITH 1/2" PLYWD. SPACER —
OVER OPENINGS. SEE HEADER TABLE
METAL FLASHING OVER DOOR/WINDOW OPENINGS —
METAL FLASHING OR OTHER APPROVED FLASHING
MATERIAL SHALL BE APPLIED OVER DOOR &
WINDOW OPENINGS TO PREVENT WATER
PENETRATION INTO THE WALL. CAVITY OR
STRUCTURAL FRAMING COMPONENTS, PER R703.4
2" CDX P.T. PLYWOOD
VINYL SIDING OVER VAPOR BARRIER PER
MFR'S. SPECS.
7/16" OSB SHEATHING (24"ABOVE FIN. FLOOR)
X6" P.T. STUDS @ 1.6" O.C. 1/2" COX P.T. PLYWOOD TO 24" ABOVE FINISHED FLOOR
SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES. (SEE
K6 P.T. BASE PLATE NAILING NOTE).
2"16" P.T. STUDS @ 16" O.C. —
2X6 P.T. BASE PLATE �
P.T. 2X6 BOTTOM PLATE ANCHORED WITH 5/8"0 WEDGE —
ANCHORS W/STANDARD WASHERS, 12" FROM CORNERS, 6"
FROM OPENINGS AND 24" O.C. W/7" MIN. EMBEDMENT, TYP.
TYPICAL MASONRY VENEER WALL DETAIL
BRICK VENEER TO CONFORM TO
SECTION R703, EXTERIOR WALL
COVERING
GRADE 4„ 1
CONCRETE BELOW 1 ,
GRADE PER R403.1.4 M
2 #5 REBAR CONT.
ON 3" HIGH CHAIRS
WALL SECTION
PRODUCT APPROVAL CDDE CHART
STRUCTURAL COMPONENTS
SIWSDN SP7 SP2 FL10456
SIMPSON H10A FL10456
SIMPSON DSP FL10456
SIMPSON SPH FL10456
SIMPSON ABU ABW FL10860
SIMPSDN LSTA MSTA FL10456
SIMPSON CS16 FL10456
ALL CONNECTORS AND FASTENERS IN CONTACT
W/TREATED WOOD SHALL BE ZINC COATED
GALVANIZED STEEL OR SIMPSON 'ZMAX'
HEADERS
0 BEARING WALL
SIZE
SPAN
'W'
JACK
STUDS
(2) 2"x4"
4'-4"
1
2 2"x6"
6'-4"
1
(2) 2"x6"
8'-0"
2
(2) 2"00"
9'-6"
2
(2) 2"x12"
1 V-6"
2
16'-6"
3
DEL. HEADERS W/�" PLWD. SPACER, GLUED &
NAILED W/2 ROWS OF 12d NAILS STAGGERED @
12" O.C. EACH FACE
WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. @ EDGES & 1.2" QC. IN FIELD.
ROWS OF NAILS SHALL BE '7' MIN. FROM PANEL
EDGES. PLYWOOD SHEATHING SHALL OVERLAP
BOTH TOP & BOTTOM PLATES. ALL FASTENERS
NAILED PER MFG.'S SPECIFICATIONS.
DOUBLE 2X9 ALUM. RIDGE BEAMS
SP2 OR H2.5A
2X BLOCKING FOR PANEL SPLICE WHERE
WALL HT. EXCEEDS PANEL LENGTH
INSTALL DOORS OR WINDOWS
FOLLOWING MANUF. INSTALLATION
INSTRUCTIONS
NOTE: VINYL SIDING MUST BE INSTALLED OVERA
MINIMUM 7/16" WOOD STRUCTURAL PANEL
SHEATHING (PLYWOOD OR OSB) WITH AN
APPROVED WEATHER RESISTIVE BARRIER
PLACED UNDER THE SIDING,
SP1
SLOPE CONCRETE SLAB, TOWARD MAIN
DOOR OPENING PER FBC 2020 R309A
4" CONCRETE SLAB & FOOTING, PER
SECTION A OF GENERAL NOTES
WOOD SIDING, SHEATHING AND WALL
FRAMING ON THE EXTERIOR OF A BUILDING
HAVING A CLEARANCE OF LESS THAN 6" FROM
THE GROUND SHALL. BE PRESERVATIVE
TREATED PER 2020 FBC SECTION 317.1.5
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-16 AND 2020 FBC
7TH EDITION RESIT BNTIAfL IN
A;
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, f1.33542
Phone:(813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
C.O.A. - #29054
DRAWN BY: W.P.
DATE: 08/24/21
REVISION: DATE:
0817242 1
['V,OIECT A1
RAFAEL COLON
GRAND HORIZONS
CONTRACTOR:
sCP{7
WOOD WALL FRAMING
S-4
SIMPSON RSP4, LSTAI:
OR EQUIV. @ EACH STI
2X6 STUDS @ 16" C
SEE P.T. NOTES ON WALL SECTIJ
1/2" PLYWOOD SHEATHING, S
NAILING NOTE
1 2X6 JACK �
1 2X6 FULL LENGTH/I
STUD
ATTACH JACK TO C
STUD W/10d NAILS
12" O.C.
HEADER PER PLANS
CONCRETE DRIVEWAY
2X6 DOUBLE TOP
DOUBLE TOP PLATE
CRIPPLE STUDS @ 16" O.C. DOUBLE 2X WOOD —
HEADER, SEE CHART
2X HEADER W/1/2" CDX
VOOD SPACER, PER CHART
2X6 JACK STUD-
6 EXTERIOR DOOR:
4LL DOOR IN OPENING ATTACH JACK TO CONT.—
vIANUP. INSTALLATION
RUCTIONS STUD W/16d NAILS @ 16"
O.C.
MPSON SP2 OR EQUIV. %6" OSB SHEATHING, SEE
NAILING NOTE
X6 P.T. BASE PLATE
DIV
WALL FRAMING FOR @ sTGb§ To YASEPLATII
DOOR OPENING
GARAGE DOOR OPENER IS
OPTIONAL
2X SYP JAMBS; ATTACH TO
WALL FRAMING WITH J"X3"
WOOD LAG SCREWS @ 18" O.C.
ALL GARAGE DOOR HARDWARE TO BE
INSTALLED PER MFGRS SPECIFICATIONS
t— 4" SLAB AND CONCRETE
FOOTING PER PLAN
SEE GABLE END, RIDGE
BEAM FRAMING
SIMPSON RSP4,
LSTA12, SP2 OR EQUIV.
@ EACH STUD
2X6 CRIPPLE
STUDS @ 16" O.C.
HEADERS
0 BEARING WALL
SIZE
SPAN
'W'
JACK
STUDS
(2) 2'x4'
4'-4'
1
z 2'x6'
6'-4'
1
(2) 2%8'
8'-0'
2
(2) 2'00'
9'-6'
2
(2) 2'x12"
11'-6'
2
(3) 2"x12'
16'-6'
3
DBL. HEADERS W/7" PLWD. SPACER, GLUED &
NAILED W/2 ROWS OF 12d NAILS STAGGERED @
12" O.C. EACH FACE
INSTALL WINDOW IN OPENING PER
MFGR. INSTALLATION
INSTRUCTIONS
2X6 CRIPPLE STUD S @ 16" O.C.
(SEE P.T. NOTES ON WALL SECTION)
SIMPSON SP1 OR EQUIV.
AT TOP & BOTTOM OF STUD, TYP.
SIMPSON DSP OR EQUIV.
@ STUDS TO BASE PLATE
1/2"0 WEDGE ANCHORS, SEE WALL SECTION
WALL FRAMING FOR WALL PANELS (PLYWOOD) NAILING NOTE:
WINDOW OPENINGS NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD.
ROWS OF NAILS SHALL BE J" MIN. FROM PANEL
EDGES. PLYWOOD SHEATHING SHALL OVERLAP
BOTH TOP & BOTTOM PLATES. ALL FASTENERS
NAILED PER MFG.'S SPECIFICATIONS.
2X6 DOUBLE TOP PLATE
SIMPSON RSP4, LSTA, SP2
OR EQUIV. @ EACH STUD
7/16" OSB OR 1/2" PLYWOOD
SHEATHING, SEE NAILING NOTE
SIMPSON LSTA18 OR EQUIV. Ca
THESE LOCATIONS
2X JACK STUDS PER CHART
ATTACH JACK TO CO
STUD W/16d NAILS
16" O.C.
zs
(3)
P L`
CH
INSTALL DOOR IN
OPENING PER MANGE
INSTALLATION
INSTRUCTIONS
14'-0'
VT.
1/2"0 WEDGE ANCHORS, SEE WALL SECTION---- a
WALL FRAMING FOR
OVERHEAD DOOR
6 CRIPPLE STUD S @ 16" O.C.
ZX HEADER W/1/2"
WOOD SPACER, PER
iRT
:X6 WALL STUDS @ 16" O.C.
PRES.TREATED)
IMPSON SP2 OR EQUIV.
2X6 P.P. BASE PLATE
ESIMPSON DSP, SPH, SSP OR EQUIV.
@ STUDS TO BASE PLATE
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
7TH EDITION RESIDENTIAL & EXISTING
e �
�* rr
a
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 7760S
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fI. 33542
Phone: (813)788-5314
Fax: l -(866) -8 24-7894
Website: www.fbcplans.com
C.O.A. - 429054
DRAWN BY: W.P.
DATE: 08/24/21
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
#21_0817_242
PROJECT ADDRESS:
RAFAEL COLON
GRAND HORIZONS MHP
7851 KAY MARIE AVE.
ZEPHYRHILLS, FL 33541
CONTRACTOR:
M
WOOD WALL FRAMING
DOORS & WINDOWS
#12X%4" TEKS @24" O.C. 2 ROWS STAGGERED,
TOP & BOTTOM AS SHOWN
DBL. 2X9 SMB PER PLAN
z
4"X12X.125" ALUM. GUSSET PLATE BOTH
SIDES. FASTEN PLATE TO POST & BEAM
W/912X 4" TEE SCREW, (6) PER FLANGE
DBL.
GUSSET
PLAT
4X4 ALU�POST
DOUBLE RIDGE BEAM TO 4"X4"X.125"
4TH WALL POST CONNECTION OPTION
B RIDGE BEAM PER PLAN
ALUMINUM GUSSET
PLATE, EACH SIDE
4X4 POST
SIDE VIEW
CONT. ALUM FLASHING
FASTEN ROOF PANEL TO ALUM. BEAM
W/#12X4X" SMS W/1//z'O NEOPRENE
WASHERS @ 8" O.C.
HOST
TRUCTURE
®p
2X ALUM. RIDGE BEAM
F
In
0
CL
ILO
FASTEN DBL, 2X9 ALUM. SMB TO
cv
ALUM. POST W/(4) 3/8"0 THROUGH
BOLTS, WASHER & NUTS
X
to
X
7.1 GA. INTERNAL ALUM. BASE
PREDRILL VERT, FLANGES
(2) 3/8" THRU BOLTS
FASTEN POST TO CONCRETE WITH INTERNAL BASE
AND (4) 3/8" CORROSION RESISTANT CONCRETE
ANCHORS WITH 2 4" MIN. EMBEDMENT & 2° MIN. EDGE
DISTANCE
4TH WALL POST & RIDGE BEAM CONNECTION DETAIL
WITH 6" X6" X125" POST OPTION
DBL. 2X9 RIDGE BEAM
FASTEN REC. CHANNEL TO POST
W/#I2Xj" TEKS, 1 SCREW PER
INCH OF BEAM HEIGHT
FASTEN 4TH WALL BEAM TO REC.
CHANNEL W/#12Xj" TEKS, 1 SCREW PER
INCH OF BEAM HEIGHT
4TH WALL POST
ffmwzn�a • MII
REMOVE EXISTING SIDING
TO APPLY DRYWALL
1/2" DRYWALL
APPLIED TO OUTSIDE OF
EXISTING MOBILE HOME WALL
SECURE FURRING CHANNEL
TO EXISTING FLOOR FRAMING
W/ (2) #10 X 1" TEK SCREW
CONCRETE SLAB
FLASHING AT THE HOST ATTACHED W/
#8 X 1/2" CORROSION RESISTANT
SMS @ 8" O.C.
SOLID ROOF
2X8 4TH WALL BEAM
FASTENED WITH REC.
CHANNEL
4TH WALL BEAM TO POST CONNECTION
EXISTING WALL STUDS
AND SHEATHING
ATTACH ALUM. BEAM TO WOOD WALL
W/1+"X14")�" INTERNAL U CHANNEL
FASTEN INTERNAL CHANNEL TO WALL
W/4"OX2" LAG 'CREWS, 1 PER 2 INCHES
OF BEAM HEIGHT
FASTEN BEAM TO REC. CHANNEL W/412Y4"
TEKS, 1 SCREW PER INCH OF BEAM HEIGHT
2X4 STUDS AT EACH SIDE OF BEAM, 2 STUD
MINIMUM
GARAGES SHALL BE SEPARATED FROM THE
ADJACENT DWELLING UNIT WALLS BY 1/2"
GWB PER R302.6.
R302.5.1: OPENINGS BETWEEN THE GARAGE AND
RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD OR SOLID -CORE OR HONEYCOMB
STEEL DOORS NOT LESS THAN 1 8 INCHES IN
THICKNESS, OR 20 MINUTE FIRE -RATED DOORS
EXISTING MFG. HOME
EXISTING FLOOR FRAMING
F.F. MOBILE HOME
7/8" X 2-3/4" X 0.024"
FURRING CHANNEL
16"' O.C.
SECURE FURRING CHANNEL
W/ 1"XV ANGLE ANCHORED
W/ 2-1/4" TAPCON
U)
w
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
7TH EDITION RESIDENTIAL & EXISTING
r �
SA
k
u
PROFESS[4 L GITIEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
7ephyrhilIs, fl. 33542
Phone;(813)788-5314
Fax: 1- (866) -82 4-7 894
Website: www.fbcplans.com
C.O.A. - 429054
DRAWN BY: W.P.
DATE: 08/24/21
REVISION: DATE:
RC 1
RO 2
RO 3
RO 4
RAFAEL COLON
GRAND HORIZONS MHP
7851 KAY MARIE AVE.
ZEPHYRHILLS, FL 33541
CONTRACTOR:
WOOD WALL FRAMING
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
7TH EDITION RESIDENTIAL & EXISTING
x
TYPE 1 STANDARD ALUMINUM MAXI -RAIL DESIGNED
� f
TO WITHSTAND 200LBS OF LATERAL LOAD
u
HANDRAIL ATTACHED AT EACH PICKET NOTE: ALL BRICK DIMENSIONS ARE NOMINAL.
{;
W/ (2) #10 X 3/4" CORROSION RESISTANT SCREWS MAXIMUM RISER HEIGHT: 7-3/4"
TREAD DEPTH: 11 MIN.
PICKET SIZE AND SPACING SHALL NOT ALLOW
a
PASSAGE OF A SPHERE 4" IN DIAMETER
PROFESSIi7149 EIN,1rEIZ'SEAL
PER FBC R312 RISER HEIGHT = 7-3/4" MAX.
6' O.C. MAX HEIGHT DIFFERENCE BETWEEN RISERS SHALL
ENGINEER OF RECORD
TYPICAL NOT EXCEED 3/8".
TRIANGULAR OPENING SUCH THAT A TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING)
David W. Smith P.E.
_......----........._._..........._..._................_... 6" DIA. SPHERE WILL NOT PASS A NOSING NOT LESS THAN 3/4" AND NOT MORE THAN 1RS.
PER FBC R312 EXCEPTION SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS.
X
FLORIDA LICENSE NUMBER: 53608
Q
Thomas L. Hanson P.E.
NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN, OF 11 INCHES.
m Q NEWEL POST
FLORIDA LICENSE NUMBER: 38654
4
0 — TYPICAL
2-1/4" X 48" X 48" PRE -CAST
Myron Max Neal, P.E.
z
LANDING W/ REBAR
FLORIDA LICENSE NUMBER: 86663
m 2-1/4" PRE -CAST
Joel Falardeau P.E.
co TREADS W/ REBAR
Q
FLORIDA LICENSE NUMBER: 70667
FOR ALUMINUM a a 4" X 4" X 16" PRE -CAST
OR VINYL RAILING z_ t} SPLIT BRICKS, MORTARED
Erik Stuart P.E.
4" CONCRETE SLAB
FLORIDA LICENSE NUMBER: 77605
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FBC Plans & Engineering
NEWEL POST TOP AND BOTTOM RAIL EACH PICKET ATTACHED TO BOTTOM TYPICAL STEPS WITH
Services, Inc.
FASTEN TO CONCRETE ATTACHED TO NEWEL POSTS RAIL W1(2) #10 X 3/4"
PRECAST TREADS AND LANDING
6272 Abbott Station Drive Unit 101
SEE'POST BASE OR STRUCTURAL POST PER PLAN CORROSION RESISTANT SCREWS
Zephyrhitts, fl• 33542
CONNECTION DETAIL' W/ 1-1/2" X 1-1/2" X 3/16" ANGLE
W/ (2) #10 X 3/4" TEK EACH FLANGE,
Phone:(813)788-5314
Fax: 1-(866)-824-7894
ATTACHMENT TO BE AT UNDERSIDE
OF RAILING
Website: www.fbcpians.com
C.O.A. - #29054
DRAWN BY: W.P.
(LING / STEPS DETAILS PER FBC
DATE: 08/24/21
REVISION:
DATE:
7TH EDITION _ R311.7 / R312
Ro 1
R0 2
NOTE: ALUMINUM STRUCTURAL RAILINGS OR OTHER COMMERCIAL
R0 3
MANUFACTURED RAILING THAT MEET FLORIDA BUILDING CODE
2" X 2" REQUIREMENTS AND HAVE FLORIDA PRODUCT APPROVAL NUMBER
ALUMINUM NEWEL POST MAY BE SUBSTITUTED IN LIEU OF TYPICAL CONTRUCTION SHOWN.
R0 4
#21_0817_242
ATTACH WITH (4) 3/16"0 STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE
NEWEL POST SECURED MASONRY SCREW ANCHOR WITH FBC 7TH EDITION SECTIONS R311 AND R312.
TO BASE BY CONTINUOUS W/ 2" MIN. EMBEDMENT AND
PROJECT ADDRESS:
3/32 MIG WELD AT BOTTOM 1-1/2" MIN. EDGE DISTANCE
RAFAEL COLON
GRAND HORIZONS MHP
('^ r-'
7851 KAY MARIE AVE.
•:
ZEPHYRHILLS, FL 33541
CONTRACTOR:
POST BASE
OWNER
CONNECTION DETAIL
CONCRETESTEPS
®7
S.M.S. DEPTF S.M.B. WEB TUBE WALL CORROSION" RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
"H" WALL '"i "N" SIZE CAPACITY THIS PLAN AND FOUND IT I'D BE IN
4" .045" .06" 2 3 8" BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
EXISTING HOST STRUCTURE 5" .050" .06" 2 3 8" BOLTS, NUTS, WASHERS 2,550 LBS 7TH EDITION RESIDENTIAL & EXISTING
6" 054" 06 3 3 $" BOLTS, NUTS, WASHERS 2,550 LBS
7" .055" .06" 3 3 8 BOLTS, NUTS, WASHERS 3,500 LBS T x
7" .055" .09" 3 3 8" BOLTS, NUTS, WASHERS 3,600 LBS
EXTRUDED HEADER OR BREAKFORM HEADER 7" 055 .125" 3 3 8 BOLTS, NUTS, WASHERS 4,500 LBS
8" 072 .06" 4 3 8" BOLTS NUTS, WASHERS 5,500 LBS
` CHANNEL WITH ALUMINUM FLASHING 8 Z72 09" 4 3 8" BOLTS, NUTS, WASHERS 7,000 LBS
g" 072 .125" 4 3 8" BOLTS NUTS WASHERS 7,000 LBS
`a FLASHING ATTACHED WITH 9" .072 •06" 4 3 $ BOLTS, NUTS, WASHERS 7 000 LBS
1 9" 072 .09" 4 3 8" BOLTS, NUTS, WASHERS $ 900 LBS
#8X1 2" SMS @ B" O.C.
--- `- `
---------- ----�t 082 .125" 4 3 8" BOLTS NUTS WASHERS 9 500 S
10" .092 .125" 4 3/ 8" BOLTS NUTS WASHERS 11 OOOLBS
--� NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED 4
(MIN) SOLID ROOF't
y PROFESSIOIt#AI id' EERSEAL
1 i
ENGINEER OF RECORD
David W. Smith P.E.
FASTEN COMPOSITE PANEL TO THE HEADER 3"X48" COMPOSITE ROOF PANELS, FASTEN TO FLORIDA LICENSE NUMBER: 53608
CHANNEL W/#12 SMS @ 8" O.C. BEAM W/#12X4" SMS W/1 Y,"O NEOPRENE
I WASHERS @ 8" O.C. Thomas L. Hanson P.E.
FASTEN HEADER CHANNEL TO HOST BEAM
I I W 1' X2 " LAG SCREWS @ 24" O.C., 2 ROWS FLORIDA LICENSE NUMBER: 38654
/7 7
STAGGERED. STRIP SEALANT BETWEEN HOST
BEAM AND CHANNEL Myron Max Deal, P.E.
{ FLORIDA LICENSE NUMBER: 86663
CONNECTION W/(#) 2R SMB
3/8"0 THROUGH BOLTS,WASHERS & NUTS Joel Falardeau P.E.
SIZE PER SITE
CORROSION RESISTANT TYPICAL SPECIFIC DRAWING FLORIDA LICENSE NUMBER: 70667
E ALUMINUM COLUMN LOCATED
PER PLAN Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
ROOF PANEL TO HOST BEAM CONNECTION DETAILS
ROOF, POST & BEAM CONNECTION DETAIL FBC Plans & Engineering
OPTION l: NOTE: Services, Inc.
(1) Y2"O LOT CONCRETE MINIMUM EMBEDMENT OF 6272 Abbott Station Drive Unit 101
SCREW PER OUTER FLANGE r------ t ANCHORS INTO CONCRETE FOOTING SHALL Zephyrhills, fl. 33542
AS SHOWN WITH 2%4" MIN. I - BE 2-3/4" AT ALL POST LOCATIONS. ALL Phone: (813)788-5314
t SCREW LENGTHS AT POST CONNECTIONS
EMBEDMENT AND 3" MIN. I i Fax: 1-(866}-824-7894
S"""` SHALL BE OF SUFFICIENT LENGTH FOR
CONCRETE EDGE DISTANCE I rYp �, f REQUIRED EMBEDMENT INTO CONCRETE Website: www.fbcplans.com
L_
F- e C.O.A. - #29054
L-------I
EXTERNAL BASE: DRAWN BY: W.P.
TOP VIEW INTERNAL BASE:
2- TH WASHERS OR (4) MACHINE BOLTS ALUM. SQUARE COLUMN/POST DATE: d8/24/21
WITH
#14X%4" SMS EACH SIDE REVISION: DATE:
11 GA, INTERNAL ALUM, BASE,
2"X2"X.125" ANGLES EXTERNAL OR j PREDRILL VERT. FLANGES RO I
EQUIVALENT POST BASE OPTION 3:
FASTEN BEAM TO AEC, CHANNEL
OPTION 2: (4) 3/8" 0 CONCRETE SCREWS, W/#12XJ" TEKS, 1 SCREW PER INCH RO 2
(2) %8"O CONCRETE ANCHORS PER W/ 2-3/4" EMBEDMENT, 3" MIN. EDGE DISTANCE OF BEAM HEIGHT RO 3
EXT. FLANGE WITH 2" O.C. SPACING, AND 2" MIN, SPACING
2%4" MIN. EMBEDMENT AND 3" ML 2XH SMB • EDGE BEAM RO 4
CONCRETE EDGE DISTANCE ° , ' ° •
i � a. " FASTEN REC. CHANNEL TO POST #21-0817-242
°n N
W/#12X4° TEKS, 1 SCREW PER INCH PROJECT ADDRESS:
d •.®. °..
a' OF BE HEIGHT
A° r RAFAEL COLON
d
ALUM POST PER PLAN GRAND HORIZONS MHP
fi 7851 KAY MARIE AVE.
4 ° ,a: q° SCREEN ROOM ZEPHYRHILLS, FL 33541
CONTRACTOR:
4" CONCRETE SLAB & FOOTER PER
° SECTION `A' OF GENERAL NOTES OWNER
$" (I) #s REBAR coNTINUoIIs BEAM TO POST CONNECTION
ALUMINUM PATIO COVER
POST TO CONCRETE CONNECTION _