HomeMy WebLinkAbout22-4946AR-004946-2022
Issue Date: 10/28/2022
Permit TvDe: Add/Alter (Residential)
Name: ROBERT ARENDASH & COLLEEN Permit Type: Add/Alter (Residential)
v1slusl I Class of Work: Add/Alter Residential
Address: 39648 Amethyst Way
ZEPHYRHILLS, FL 33540
Phone: (814) 450-4278
Building Valuation: $25,000.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $25,003.00
Total Fees: $247.50
Amount Paid: $247.50
Date Paid: 10/28/2022 12:02:49PM
•
39648 Amethyst Way
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.
M3URj0M=-KM- -MM rmnTwa, a •�j
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNA
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ill
Building Department
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Date Received
Phons Contact for Permittin
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VALUATIONrow
OF • CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C.
PLUMBING $ j�
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ( f
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GAS ROOFING SPECIALTY OTHER7�s
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
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Directions:
Fill out application completely.
Owner & Contractor. back of application,notarized
If over $2600, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (PlottSurvey/Footage)
'75
Pc-'ZM i S 5 /o n. 7--,
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S CcmMission#GG 2764
57
Expire Mtr 12,2022
2
B0Mad Thm Troy Fain 1nura..
-385-7019
INSTR# 2022216288 OR BK10701 PG3003 Page 1 of 1
10/06/2022 01:14 PM Rcpt: 2510141 Rec: 10.00 IDS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
I R ISM 0 QK CO CEMXNT
-!Am * LMMM32 r, 71 "t 4 I-M
IM UNDEMIGNED hereby gin inform you that the InprovtMeW will be MWO to certain Mal Property, and In accordance with
Section 713,13 of the FlorW Staurtm the following Idmnation is provided in this NOTICE OF COMMINCRIVIENT.
— I Description6f propaty (k.1al der . 5 A
a) Street Addraw:
— Menwal desexion of Itaprovetnents: &J,
3.Owna lub"on
a) Name and addiness. (2,-1 J1z,,o:.z4 V j—'q tj -4.1 ".7 4/.Q M01
b)N%msad &ddressJ—
c) taterest in pro"
4.Contrwtor lahmation
a) Nam and address: 06 AM4 '4 Al-41
b) Telephone No.: Fax No. (opt) I/
5SuYM Infortution
a) Nam and address:
b) Amount of Bond:
c) Telephone No.: Fax No. (Opt.)
61aider
a) Nam end address:
phone No.
7. Identity of person within the State of Florida deslignated by owner upon whom notices or other documents may be saved;
a) Name and address:
b) Telephone No.: - Fax No. (Opt)
$jn addition to himself owner designates the following person to twelve a copy ofthe Uences Notice as provided in Section
713.13(lXbl Florida Statutes:
a) Name and address:
b) -Telephone No.: I- - - I --- I Fax No. (Opt.)
9.Expirstion date of Notice ofCommencement (the oVirsifoi—date is year from the date *fmcording wiles a different date is
specified):
W
i AMR=
104OWWWW1 4 4 # W --a
Ml�
COMMICING WORK OR RZCORDING YOUR NOTICE OF COMMNCEMR?rr.
STAIM OF FWRWA
COUNn OF PASCO
FIM
M
of
of Urthorit
on behalf of whom hubment
Notary SW.O=
Name (print)
Un
Verification pursuant to Section 92.525, FloridaStatuk-s, Under penalties of perjury, 14odm the I have read the (Wesolng and em
the ftctj Stated in it an um to the best of my Itnowledge and beliet
S*wtm
- - - - - - - - - -
JAC&M SM
Ev* DemnW 12.2022
Wed rM D" F* bM= 19
cc
c
Ad NOWO19VA M C111040 ill 114 M-M i-111 114911202 03 RK-11 U I 1A
have read and fully understand and agree to the
provisions of this instrument,
The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or
reroofing his or her own domicile, that he or she actually occupies, or will occupy by said
domicile, and same is not for rent, lease or sale. That he or she shall comply with the Following
conditions:
OWNER'S SIGNATURE a DATE 10141 -7,2.
ADDRESS
PHONE
WITNESS PERMIT
I/Masterfonns/OwnersAffidavit/Nov07
All lot improvement requests must be submitted no later than Wednesday by 2:00 to be
processed on the following committee meeting day. All permits must be posted visible to the
street.
Date Reed —/—/ LOT IMPROVEMENT REQUEST Permit No-4&
To: EPPOA Lot Improvement Committee & Board of Directors
From (please print
Lot#/Address: '4 4.ol
Phone number where you can be reached: 7 -291P
We request EPPOA approval for construction, addition to our installation, on the following:
Shed ( )Lanai 401RV Port ( )Park model ( ) Cottage ( )Concrete Slab ( ) Pavers
Concrete Painting ( ) RV Skirting ( ) Landscaping ( )Pet enclosure ( ) other
All requests for construction/additions/remodeling are required to have a complete,
detailed/sketch, to include footprint, setbacks, front elevation, back elevation, left
righ side elevation and top elevation. All elevations must include all sizes and locations
of windows and doors, with length, width and height of the overall structure. Park models
are to include pamphlet with pictures. In addition, all requests require and must include
the full description, including color of siding, trim, shutters, doors, pavers and concrete
painting if applicable. "PRIOR TO BEGINNING CONSTRUCTION" a copy of the Zephyrhills
building permit and a copy of the completed engineering plans must be RETURNED to the "LOT
IMPROVEMENT COMMITTEE", these will be returned to you for construction. Upon completion of
your construction a complete copy of the engineering drawings of the structure, (as built)
permits, inspections and final permit approvals must be returned to the Emerald Pointe Lot
Improvement Committee for Office filing.
Pet enclosure must follow guidelines for size, height and location.
U.,
23302���
Date 3 / /if)
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALI, 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 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,
2ALL MORTAR SHALL BE OF TYPE M OR &
3ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-TS 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 1-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.WASHINGTOND.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, RAWL,
TAPCON, REDHEAD, DYNABOLT, ORAPPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.),
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE MINIMUM OF SAE
GRADE 45 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
AA ASM35, 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.
i. TYP TYPICAL
2. SIM SIMILAR
2. DON -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
S. VIF -- 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.
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 DRAWINGSARE 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:
i, 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.
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST,
S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE.
G. 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 DIRECTLY OUTSIDE ARE
STILL MAINTAINED. A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.
NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BEADDED WHERE AN EXIT DOOR
WAS LOCATED, AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD
3280.105
DESIGN DATA:
1. RISK CATEGORY:
2. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
3. WIND EXPOSURE: B
4. WIND LOADS- ENCLOSED:
INTERNAL PRESSURE COEFFICIENT: +/-0.18
COMPONENT & CLADDING PRESSURES:
ROOF: ZONE 1: 12.4/48A WALLS: ZONE 4: 30.4/-33.0
ZONE 2: 12.4/-63.9 ZONE 5: 30.4/-40.7
ZONE 3:12.4/-87.1
SOLID ROOF (MWFRS): 20 PSF
FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6
S. SOLID ROOF TYPE:
EXISTING 3`X48"X.024", 1 LB. DENSITY EPS FOAM COMPOSITE PANEL
ROOF, FL 7561 OR EQ.
DEFLECTION: L / 120
MAXIMUM ALLOWABLE SPAN: 1144'
SITE SPECIFIC DESIGN SPAN: 12.00'
6. NEW CONCRETE SLAB AND CAPPER SECTION WOF GENERAL NOTES.
EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS
FROM THE PROPOSED ADDITION
HOLLOW SECTIONS
2 x 2: ------------- -------------------------- 2" x 2 x 0.044"
3 x 2: ---------------------------------------3" x 2x0.050"
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 S: ---------------------------------------2" x S" x 0.050"
OPEN BACK SECTIONS
I 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"
NowdONMETWENTF.
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"
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"
INDEX
S-1 GENERAL NOTES
S-2 DRAWING
S-3 DRAWING
S-4 DRAWING
S-5 DETAILS
S-6 DETAILS
�SHALL TH PRE N
OD F, `iNG C"DE,
"'JH11", "j
A IF 10, i,411A L E L E C', T R It-, C 0 D E,
R(",)�!NANCEc�1,
RrEMFE'W D/1,71FE
P 7
L-1
PLAN
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& EXISTING I
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, fl. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
email: erb@fbcplans.com
DRAWN BY: W.P.
DATE: 03/01/22
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
#220228448
P V 0 1 E C T 4,
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72 (a'�7X01219Mri7ZT- e3
FLOOR FRAMING, SEE
2ND FLOOR LOFT PLAN
2X6 STUDS ® 16"T
O.C. FINISHED
WITH VINYL SIDING
NEW 4" CONCRETE -
CAP
EXISTING 3"X48" COMPOSITE PANEL
///ROOF
•
NEW 4" CONCRETE
CAP, 5'X12'
REAR ELEVATION
SCALE: 1/8' — V—D"
•gyp
S
FRONT ELEVATION
SCALE: 1/8" — V—D"
3"X48" COMPOSITE PANEL
EW LOFT STORAGE
EXISTING ALUM.
POSTS 6c BEAMS
NEW LOFT STORAGE
NEW 2X6 STUD
WALL BEYOND
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& EXISTING
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PROFESSIOIAI'EAL
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: 03/01/22
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
#22_0228_448
PROTECT ADDRESS:
BOB ARENDASH
39648 AMETHYST DR.
EMERALD POINTE RV
ZEPHYRHILLS, FL 33540
CONTRACTOR:
w
ELEVATIONS
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
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 FBC SECTION 317.1.5
WALL PANELS (PLYWOOD) NAILING NOTE
NAIL 8d NAILS 6" O.C. @ EDGES & 12" D.C. IN FIELD,
ROWS OF NAILS SHALL BE7'" MIN. FROM PANEL
EDGES. PLYWOOD SHEATHING SHALL OVERLAP
BOTH TOP & BOTTOM PLATES. ALL FASTENERS
NAILED PER MFG.'S SPECIFICATIONS.
HEADERS
0 BEARING WALL
SIZE
SPAN
1w,
JACK
STUDS
SUPPORTING
COMP. PANEL ROOF
(2) 2"x4'
4'-4"
1
(2) 2"x6"
6'-4"
1
(2) 2"xB"
8'-0"
2
(2) 2%10-
g'-6-
2
(2) 2"x 12"
1 V-6"
3
DBL, HEADERS W/d,` PLWD. SPACER, GLUED &
NAILED W/2 ROWS OF 12d NAILS STAGGERED @
12" O.C. EACH FACE
SIMPSON SP1/SP2 OR EQL
@ STUD TO TOP At
BOTTOM PLATE CONNECTIOt
LOFT S-
SEE PLj
-Y4" T&G SUB —FLOORING, GLUED
FASTENED WITH 10d GALV. RS I`
OR #1OX2- LAG SCREWS, 6- 0.
EDGES/12" D.C. FIELD
FLOOR FRAMING WITH 2X12 JOISTS
@ 16" D.C. SEE FLOOR FRAMING
PLAN
PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS
SIMPSON SPI/SP2 FL10456
SIMPSON H10A FL10456
SIMPSON DSP FL10456
SIMPSON SPH FL10456_
SIMPSON ABU/ABW FL1 0860
SIMPSON LSWMSTA ILl 0456
ISIMPSON CS16 FL10456
CAP PER 'SECTION A' OF GENERAL NOTES
3" COMPOSITE PANELS FASTENED TO TOP PLATE
W/1/4-0 LAG SCREWS W/NEOPRENE WASHERS,
1-1/2" MIN. EMBEDMENT @ 8" O.C.
DBL 2"X6" TOP PLATE
(ONLY NON —TREATED WOOD IN CONTACT W/ALUM.
ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER)
2X6 STUDS @ 16" O.C.
7/16- OSB SHEATHING
FINISHED WITH VINYL SIDING
2X6 BOTTOM PLATE, FASTEN TO
-RAMING W/2 STAGGRD. ROWS
DF 16d NAILS @ 12" O.C.
3IMPSON CST STRAP OR EQUIV ON
STUDS„ 6" ABOVE & BELOW PLATES,
,ONTINUOUS, APPROX. 24"
?X6 DOUBLE TOP PLATE
-LASHING/CAULK AT EXTERIOR
)PENINGS
FRIPLE 2X6 HEADER WITH 1/2"
DLYWOOD SPACER OVER OPENING
2"X6" WOOD STUDS
@ 16" O.C.
7/16- OSB SHEATHING
-INISHED WITH VINYL SIDING
SHEATHING SHALL OVERLAP
BOTTOM AND TOP PLATES. (SEE
NAILING NOTE), COVER WITH AN
APPROVED VAPOR BARRIER
r4g; "guet -4
I HEREBY CERTIFY THAT HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL & EXISTING
%
ou
x-�
PR OVAL, Eh 'GINRi oEAL
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 Linit101
Zephyrhills, fl. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Website: WWW,fbCpl2ns.com
C.O.A. - #29054
DRAWN BY: W.P.
I DATE: 03/01/22 1
I REVISION: I DATE: I
RO 1
RO 2
RO 3
RO 4
#220228-448
PROTECT ADDRESS:
MOF
2X6 DOUBLE TOP PLATE
SIMPSON RSP4, LSTA12, SP2 OR EQUIV. CR--
EACH STUD r \_
7/16" OSB OR 1/2" PLYWOOD
SHEATHING, SEE NAILING NO
SIMPSON LSTA12 OR EQUIV. @ THESE
LOCATIONS
2X6 JACK STUDS PER CHAR]
1 2X6 FULL LENGTH/KING
STUD
ATTACH JACK TO CONT. SPUD W/16
NAILS @ 16" O.C.
SIMPSON RSP4, LSTAI
OR EQUIV. @ EACH STI
2X6 STUDS @ 16"
7/16" OSB OR 1/2" PLYWOO
SHEATHING, SEE NAILING N
1 2X6 JACKS
1 2X6 FULL LENGTH/I
STUD
ATTACH JACK TO C,
STUD W/10d NAILS
16" O.C.
z.
FE
DE
INSTALL DOORS IN
OPENING PER MANUF.
INSTALLATION
INSTRUCTIONS
B.—O.
SP.
I
6
WALL FRAMING FOR
DOUBLE DOOR
WALL FRAMING FOR
DOOR OPENING
:6 CRIPPLE STUDS @ 16" O.C.
- 2X HEADER W/1/2" PLYWOOD
10ER, PER CHART
2X6 STUDS @ 16" O.C.
;IMPSON SP2 OR EQUIV.
2X6 P.T. BASE PLATE
LSIMPSON DSP, SPH, SSP OR EQUIV.
@ STUDS TO BASE PLATE
6 DOUBLE TOP PLATE
6 CRIPPLE STUDS @ 16" O.C.
,2X HEADER W/1/2" CDX
'WOOD SPACER, PER CHART
ERIOR DOOR; SEE PLAN
FALL DOOR IN OPENING
MANGE. INSTALLATION
rRUCTIONS
;IMPSON SP2 OR EQUIV.
2X6 P.T. BASE PLATE
/SSP OR EQUIV.
@ STUDS TO BASE PLATE
2X6 DOUBLE TOP PLA
DOUBLE 2X WOOD —
HEADER, SEE CHART
2X6 JACK STUD
ATTACH JACK TO CONT. STUD
W/10d NAILS @ 16" O.C.
HEADERS
BEARING WALL
SIZE
SPAN
'W'
JACK
STUDS
SUPPORTING
COMP. PANEL ROOF
(2) 2"x4"
4'-4"
1
2 2"x6"
6'-4"
1
(2) 2"x6"
8'-0"
2
(2) 2"x10"
g'-6"
2
(2) 2"x12"
1 V-6"
3
DBL. HEADERS W/z" PLWD. SPACER, GLUED &
NAILED W/2 ROWS OF 12d NAILS STAGGERED @
12" O.C. EACH FACE
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
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 FBC SECTION 317.1.5
WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD.
ROWS OF NAILS SHALL BE 2" MIN. FROM PANEL EDGES.
PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP &
BOTTOM PLATES.
ALL FASTENERS NAILED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
SIMPSON DSP OR EQUIV.
@ STUDS TO BASE PLATE
WALL FRAMING FOR
WINDOW OPENINGS
PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS
SIMPSON SPt SP2 FL10456
SIMPSON H10A FL10456
SIMPSON DSP FL10456
SIMPSON SPH FL10456
SIMPSON ABLIABW FL10860
SIMPSON LSTA MSTA FL10456
SIMPSON CS16 FI-10456
ALL CONNECTORS AND FASTENERS IN
CONTACT W/TREATED WOOD SHALL BE
ZINC COATED GALVANIZED STEEL OR
SIMPSON 'ZMAX'
SIMPSON RSP4, LSTA12, SP2 OR
EQUIV. @ EACH STUD
STUDS @ 16" O.C.
INSTALL WINDOW IN OPENING
PER MFGR. INSTALLATION
INSTRUCTIONS
PLYWOOD SHEATHING, SEE
NAILING NOTE
2X6 CRIPPLE STUD S @ 16' O.C.
SIMPSON SP1 OR EQUIV,
AT TOP & BOTTOM OF STUD, TYP.
2X6 P.T. BASE PLATE
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 & EXISTING
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: 03/01/22
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
#220228448
PROTECT ADDRESS:
M
WOOD WALL FRAMING
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, 31/2" 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 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, 43 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 N0. 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.
3ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8",
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-TS 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 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, HILTL RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF SX
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 BEA 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 OTHERWISE.
E. REFERENCE STANDARDS
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA ASM35, 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. LON -- UNLESS OTHERWISE. NOTED
4. CONT--CONTINUOUS
S. VIF -- VERIFY IN FIELD
G. RESPONSIBIL,ITY:
i. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
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
R4501.17A 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 1.8X14X0.013 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 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 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
REMODEL EXISTING 2-STORY RV PORT; NEW BATH AND STORAGE
DESIGN DATA:
1. RISK CATEGORY:
2. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
3. WIND EXPOSURE: B
4. WIND LOADS- ENCLOSED:
INTERNAL PRESSURE COEFFICIENT: +/-0.18
COMPONENT & CLADDING PRESSURES:
ROOF: ZONE 1: 12.4/48.4 WALLS: ZONE 4: 30A/-33.0
ZONE 2: 12.4/-63.9 ZONE 5: 30.4/40.7
ZONE 3: 12.4/-87.1
SOLID ROOF (MWFRS): 20 PSF
FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6
S. SOLID ROOF TYPE.:
EXISTING 3"X48"X.024", 1 LB. DENSITY EPS FOAM COMPOSITE PANEL
ROOF, FL 7561 OR EQ,
DEFLECTION: L / 120
MAXIMUM ALLOWABLE SPAN: 13.44'
SITE SPECIFIC DESIGN SPAN: 12.00'
6. NEW CONCRETE SLAB AND CAPPER SECTION W OF GENERAL NOTES.
EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS
FROM THE PROPOSED ADDITION
�iC#�1���j�I�ji�"�1y�C��k�►
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„
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"
2X5SMB:
2"x5"x0.050"x0118"
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:-----------
--------- 2" x 7" x 0.057" x 0.120"
2 x H 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"
S-1 GENERAL NOTES
S-2 DRAWING
S-3 DRAWING
S-4 DRAWING
S-5 DETAILS
S-6 DETAILS
k
4 ^"'
woRM
RI
)E Ft.010 mr
Ij
17 �"
a;
av
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& EXISTING
P
c n >
z
,O r
PROFESS ENGINEER SE'
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 Unit101
Zephyrhills, fl. 33542
Phone: (813)788-5314
Fax:l-(866)-824-7894
Website: www.fbcplans.com
email: erb@fbcplans.com
I it :L1TirI ► � .�'f i�i'rla
DATE: 03/01/22 1
I REVISION: I DATE: I
#22_0228_448
PROIECT ADDRESS:
BOB ARENDASH
39648 AMETHYST DR.
EMERALD POINTE RV
ZEPHYRHILLS, FL 33540
K43klyySINT11ImAN
1
NEW LOFT STORAGE —
FLOOR FRAMING, SEE —
2ND FLOOR LOFT PLAN�
2X6 STUDS 0 16"
O.C. FINISHED
WITH VINYL SIDING
NEW 4" CONCRET
CAP
2X6 STUDS 0 16"
O.C. FINISHED
WITH VINYL SIDING
EXISTING 3"X48" COMPOSITE PANEL
/ROOF
�l
�r
wao
r
NEW 4" CONCRET
CAP, 5'X12'
REAR ELEVATION
SCALE: 1/8" - 1'-0"
EXISTING 3"X48" COMPOSITE PANEL
/ROOF
M��t�
li•I
NEW PR. 36X80-1
�1 0
FRONT ELEVATION
SCALE 1/0" - V-0"
LOFT STORAGE
EXISTING ALUM.
POSTS & BEAMS
NEW 2X6 STUD
WALL BEYOND
— NEW 4" CONCRETE
CAP
I HEREBY CERTIFY THAT 1 HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE 1N
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL& EXISTING
r�
PROFESSIONAL ENGINEER SEAI.
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
F$C 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: 03/01/22
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
#22_0228_448
PROJECT ADDRESS:
BOB ARENDASH
39648 AMETHYST DR.
EMERALD POINTE RV
ZEPHYRHILLS, FL 33540
CONTRACTOR:
ELEVATIONS
S-3
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
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 FBC SECTION 317.1.5
WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD.
ROWS OF NAILS SHALL BE7' MIN. FROM PANEL
EDGES. PLYWOOD SHEATHING SHALL OVERLAP
BOTH TOP & BOTTOM PLATES. ALL FASTENERS
NAILED PER MFG.'S SPECIFICATIONS.
HEADERS
® BEARING WALL
SIZE
SPAN
'W'
JACK
STUDS
SUPPORTING
COMP. PANEL ROOF
(2) 2"x4"
4'-4"
1
2 2"x6"
6'-4"
i
(2) 2"x8"
8'-0"
2
(2) 2"x10"
9'-6"
2
(2) 2"x12"
11'-6"
3
DBL. HEADERS W/z" PLWD. SPACER, GLUED &
NAILED W/2 ROWS OF 12d NAILS STAGGERED @
12" O.C. EACH FACE
SIMPSON SP1/SP2 OR EQU
0 STUD TO TOP 4
BOTTOM PLATE CONNECTION
HALF —WALL, SI
FLOOR PLAN
-Y4" T&G SUB —FLOORING, GLUED
FASTENED WITH 1Od GALV. RS t
OR #10X2" LAG SCREWS, 6" CIA
EDGES/12" O.C. FIELD
FLOOR FRAMING WITH 2X12 JOISTS
@ 16" O.C. SEE FLOOR FRAMING
PLAN
PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS
SIMPSON SPt SP2 FL10456
SIMPSON H10A FL10456
SIMPSON DSP FL10456
SiMPSON SPH FL10456
SIMPSON ABU ABW FL10860
SIMPSON LSTA MSTA FL10456
SIMPSON CS16 FL10456
L_A13111VV 'Y ,VINk rNL 1G M1,4J
CAP PER 'SECTION A' OF GENERAL NOTES
3" COMPOSITE PANELS FASTENED TO TOP PLATE
W/1/4"0 LAG SCREWS W/NEOPRENE WASHERS,
1-1/2" MIN. EMBEDMENT @ 8" O.C.
DBL 2"X6" TOP PLATE
(ONLY NON —TREATED WOOD IN CONTACT W/ALUM.
ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER)
7/16" OSB SHEATHING
FINISHED WITH VINYL SIDING
2X6 BOTTOM PLATE, FASTEN TO
-RAMING W/2 STAGGRD. ROWS
)F 16d NAILS 0 12" O.C.
3IMPSON CST STRAP OR EQUIV ON
STUDS, 6" ABOVE & BELOW PLATES,
:ONTIN000S, APPROX. 24"
2X6 DOUBLE TOP PLATE
1ASHING/CAULK AT EXTERIOR
)PENINGS
(RIPLE 2X6 HEADER WITH 1/2"
'LYWOOD SPACER OVER OPENING
2"X6" WOOD STUDS
CAD 16" O.C.
7/16" OSB SHEATHING
-INISHED WITH VINYL SIDING
SHEATHING SHALL OVERLAP
BOTTOM AND TOP PLATES. (SEE
NAILING NOTE). COVER WITH AN
APPROVED VAPOR BARRIER
'.T. 2X6 BOTTOM PLATE ANCHORED TO SLAB
I/J"O WEDGE ANCHORS & STD. 2" WASHERS,
FROM OPENINGS, 12" FROM CORNERS AND
24" O.C. WITH 7" EMBEDMENT
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDEN IAliB �YJSTING
Fs "�
r
-
�� s
I;
PROFESSION LENGINEERSEAL
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
Z.ephyrhills, fl. 33542
Phone:(813)788-5314
Fax:l-(866)-824-7894
Website: www.fbcpians.com
C.O.A. - #29054
DRAWN BY: W.P.
DATE: 03/01/22 1
REVISION: I DATE:
RO 1
RO 2
RO 3
RO 4
#22_0228_448
PROJECT ADDRESS:
BOB ARENDASH
39648 AMETHYST DR.
EMERALD POINTE RV
ZEPHYRHILLS, FL 33540
CONTRACTOR:
w�
r.
is
►l iTITIM:_ I _: U _
1
2X6 DOUBLE TOP PLATE.
SIMPSON RSP4, LSTA12, SP2 OR EQUIV. @—
EACH STUD `
7/16" OSB OR 1/2" PLYWOOD
SHEATHING, SEE NAILING NO
SIMPSON LSTA12 OR EQUIV. @ THESE
LOCATIONS
2X6 JACK STUDS PER CHARS
1 2X6 FULL LENGTH/KING
STUD
ATTACH JACK TO CONT. STUD W/16
NAILS @ 16" O.C.
aunrnuiN xnrq,
OR EQUIV. @ EACH STL
2X6 STUDS rr 16"
7/16" OSB OR 1/2" PLYWO0
SHEATHING, SEE NAILING N
1 2X6 JACK S
1 2X6 FULL LENGTH/I
STUD
ATTACH JAC.KTO C,
STUD W/10d NAILS
16" O.C.
2)
-
DB
INSTALL DOORS IN
OPENING PER MANUF.
INSTALLATION
INSTRUCTIONS
6°-0"
SP,
1 r
I
WALL FRAMING FOR
DOUBLE DOOR
WALL FRAMING FOR
DOOR OPENING
6 CRIPPLE STUDS @ 16" O.C.
2X HEADER W/1/2" PLYWOOD
.CER, PER CHART
2X6 STUDS @ 16" O.C.
,IMPSON SP2 OR EQUIV.
2X6 P.T. BASE PLATE:
I-SIMPSON DSP, SPH, SSP OR EQUIV.
@ STUDS TO BASE PLATE
5 DOUBLE TOP PLATE
S CRIPPLE STUDS @ 16" O.C.
, 2X HEADER W/1/2" CDX
WOOD SPACER, PER CHART
ERIOR DOOR; SEE PLAN
PALL DOOR IN OPENING
MANUF. INSTALLATION
rRUCTIONS
IMPSON SP2 OR EQUIV,
2X6 P.T. BASE PLATE
/SSP ORE UIV.
@ STUDS TO BASE PLAT ,
2X6 DOUBLE TOP PLA'
DOUBLE 2X WOOD —
HEADER, SEE CHART
2X6 JACK STUD
ATTACH JACK TO CONT. STUD
W/10d NAILS @ 16" O.C.
HEADERS
® BEARING WALL
SIZE
SPAN
'W'
JACK
STUDS
SUPPORTING
COMP. PANEL ROOF
(2) 2"x4"
4'-4"
1
2 2"x6"
— —4"
6°-4"
1
(2) 2"x8"
8°-0"
2
(2) 2"x10"
9'-6"
2
(2) 2%12"
1 1 V-6"
3
PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS
SIMPSON SP7 SP2 FL10456
SIMPSON H10A FL10456
SIMPSON DSP FL10456
SIMPSON SPH FL10456
SIMPSON ABU ABW FL10M
SIMPSON LSTA MSTA FL10456
SIMPSON CS16 FL10456
ALL CONNECTORS AND FASTENERS IN
DBL. HEADERS W/L" PLWD. SPACER, GLUED & CONTACT W/TREATED WOOD SHALL BE
2 ROWS OF 12d NAILS STAGGERED @ ZINC COATED GALVANIZED STEEL OR
NAILED W
/ SIMPSON `zMAx'
12" O.C. EACH FACE
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
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 FBC SECTION 317.1.5
WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD.
ROWS OF NAILS SHALL BE 2" MIN. FROM PANEL EDGES.
PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP &
BOTTOM PLATES.
ALL FASTENERS NAILED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
SIMPSON DSP OR EQUIV.
@ STUDS TO BASE PLATE
WALL FRAMING FOR
WINDOW OPENINGS
SIMPSON RSP4, LSTA12, SP2 OR
EQUIV. @ EACH STUD
STUDS @ 16" O.C.
INSTALL WINDOW IN OPENING
PER MFGR. INSTALLATION
INSTRUCTIONS
PLYWOOD SHEATHING, SEE
NAILING NOTE
2X6 CRIPPLE STUD S @ 16" O.C.
SIMPSON SPI OR EQUIV.
AT TOP & BOTTOM OF STUD, TYP.
2X6 P.T. BASE PLATE
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& EXISTING
aS7
}$<, e
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: S3608
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: 03/01/22
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
#22_0228_448
PROJECT ADDRESS:
BOB ARENDASH
39648 AMETHYST DR.
EMERALD POINTE RV
ZEPHYRHILLS, FL 33540
CONTRACTOR:
M