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_ Building & Regulations Divisi(-j
Product Review Affidavit
Building Permit # Owners Name Applicant:
Product
Opening Deign
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
43U -44,9
+/-50
$ILVt)el1A/C
29eo 49Ao
hl$14911,9
TmesIT
FIAgBD' � k l tATAf
Mullions
r14
/2 •• D•!, '
Fixed Glass
Block Glass
r
S 1 hta
SIMin Glass Doors
Swing Type Doors
+33.4 .S6LY
•tl.(Pj
TAMMA'IEU
5MDNJN TAP
F4A 1522$,5
N/A
S10X 1'/2 MIN, its d4trri) elck SeerA,S"Ar-
French Door,
N A
(e •' /4" �' e,
Garage Doors
Hurricane Protection
Roof Ventliatlon
Roofing Material
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: PAUL WELCH P.E. Signature: ON PLAN
Design Prof:. PAUL WELCH P.E. Cert. No. 29945 Date:
R-30INSULATION
'h" DRYWALL (WALLS & CLG.)
R-131NSULATION
STRAP EACH STUD TO BOTTOM
WITH "SIMPSON- SP4 WITH (6) -
IOD NAILS OR "SIMPSON" H 23A
WITH (I0)-8D NAILS (EVERY
STUD)
IX2 P.T. FURRING AT 24" O.C.
OVER F-1 FOIL INSULATION
+/. 6" THICK (2500 PSI)
\
CONCRETE OVEREXISTING
CONCRETE FOUNDATION
(POUR UP LEVEL WITH
EXISTING RESIDENCE F.F.E.)
EXISTING ROOFING / ROOF
SYSTEM
EXISTING ROOF JOIST
2 X 8 WOOD TOP PLATE WITH Y<"
�\ rill X 3" LAG SCREWS AT 12" O.C.
STRAP EACH STUD TO TOP
PLATE WITH "SIMPSON" SP8 -
WITH (6)- SOD NAILS OR
"SIMPSON- H 2-5A WITH (10)-SD
NAILS (EVERY STUD)
STUCCO FINISH PER
\ STRUCTURAL NOTE # _
2 X 8 WOOD STUDS AT 16" O.C.
P.T. 2 X8' WOOD BOTTOM PLATE
WITH'/.-'X 3" TAPCONS AT 24"
O.C.
CONE WEEP SCREED
EXISTING CMU WALL
EXISTING CONCRETE
FOUNDATION
WALL SECTION
"A" Ins...
NOTE: ATTACH P.T. WOOD STUD TO EXISTING CMU�WALL WITH. I/4" X T%TAPCONS AT 12" O.C.
VERTICAL. ATTACH P.T. WOOD STUD
TO EXISTING METAL COLUMN WITH #14 X 2" SHEET
METAL SCREWS AT 12710.C. VERTICAL.
A
EXISTING ROOFING / ROOF
SYSTEM`
EXISTING WOOD HEADER
lf�
2 X 4 WOOD TOP PLATE WITH'/."
X 3" LAG SCREWS AT 12" 0. C.
-
STRAP EACH STUD TO TOP
R•30INSULATION
PLATE WITH "SIMPSON' SP4
WITH (6) — I OD NAILS OR
DRYWALL (WALLS & CLG.)
"SIMPSON" H 2.5A WITH (10)-8D
NAILS (EVERY STUD)
R-13 INSULATION
+/- 6" THICK (2500 PSI)
FINISH
CONCRETE OVEREXISTING
STRUCTURAL
I. NOTE #
CONCRETE FOUNDATION (POUR
2 X 4 WOOD STUDS AT 16" O.C.
UP LEVEL WITH EXISTING '
RESIDENCE F.F.E.)
STRAP EACH STUD TO BOTTOM
WITH "SIMPSON" SP4 WITH (6)—
IOD NAILS OR "SIMPSON" H 2.5A
WITH (10)-8D NAILS (EVERY
STUD)
P.T. 2 X 4 WOOD BOTTOM PLATE
Wr1H''W- X 3" TAPCONS AT 24"
O.C.
(—"FINISHED GRADE
-- v� Eyf
=1LizI
EXISTING CONCRETE
IC. FOUNDATION
WALL
SECTION
46B59
NOTE: ATTACH P.T. WOOD STUD TO EXISTING CMU WALL WITH 1/4" X 3" TAPCONS AT IT'O.C.
VERTICAL. ATTACH P.T. WOOD STUD TO EXISTING METAL COLUMN WITH #14 X 2" SHEET
METALSCREWS AT12"O.C.VERTICAL.
EXISTING ROOFING / ROOF
SYSTEM
EXISTING WOOD HEADER
1,7
2 X 4 WOOD TOP PLATE WITH %"
X 3"LAG SCREWS AT 12" O.C.
STRAP EACH STUD TO TOP
PLATE WITH"SIMPSON" SP4
WITH (6)— HID NAILS OR
R-30INSULATIONSIMPSON"
H 2,5A WITH (I0)-8D
`NAILS (EVERY STUD)
'/"DRYWALL (W
STUCCO FINISH PER
R-13 INSULATION
STRUCTURAL NOTE #
+/- 6 THICK (2500 PSI)
2 X 4 WOOD STUDS AT 16" O.C.
CONCRETE OVEREXISTING
CONCRETE FOUNDATION
STRAP EACH STUD TO BOTTOM
EACH STUD
LEVEL WITH
(POUREXISTING
WITH SP4 WITH 6
O-
EXISTING RESIDENCE F.F.E .) '
NABS OR "SIMPSON" H 25A
�—
WITH
WITH (10)-8D NAILS (EVERY
(EVE
/ STUD)
P.T. 2 X 4 WOOD BOTTOM PLATE
WITH'/."" X 3" TAPCONS AT 24"
O.C.
F..
CONT. WEEP SCREED
EXISTING CONCRETE
., .. ..
-
FOUNDATION
WALL SECTION "C" nt3
NOTE: ATTACH P.T. WOOD STUD TO EXISTING CMU WALL WITH 1/4" X 3" TAPCONS AT 12" O.C.
VERTICAL.
i
SCOPE OF WORK
- ENCLOSE COVERED PORCH AT EAST SIDE OF IDENCE PER ijLAN.
- ENCLOSE PORTION OF EXISTING COVERED CARPORT AT WES• SIDE OF
RESIDENCE PER PLAN.
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 014 FOR.
EXISTING BUILDINGS CHAPTER &
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR; SUPPLIER, ECT. SHALL RIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIO , ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WIL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUIL ING CODE
(FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014
MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2011 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VE 1Y HEAVY
' TERMITE INFESTATION AREA PER FRC 301.
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY I TITH THE F.B.0
2014 FOR EXISTING BUILDINGS.
III
NdrA W40
".f-fo de
(x m,-II wia
t
PLYWOOD WALL MEATEM
LRADISDFB LTPAPBR
PROVIDE BEAD OF SEALANT Y."
FROM EDGE OF OPENING UNDER FELT
APPLY FELT TO EXTERIOR OF
OFENMG AND FOLD FELT OVER JAMBS
)Ei'AM nn.-
E USED IN LIEU OF GRADE D FELT.
I, '• ♦ • ••n a s '
911� n • :♦ d' • �• •
I � IN'' � ; a•� •• t
I I p1�' r'. -• s p .. G. I I
' 191E
Orfl I -'vl t t '�• n
III (�flf{Bp1'�fI � •, It • I•,� p 6F 9' v1 • ;a�
•- DF r
1`
III��
_: la � i-:..�4. rg '€_ __ t,YI i .:9 •:. q:-�• 9
f*f9' +u 9nv fA,. Lt.
"I-rA µ.IA-LI-
L.ap.JGCO )
101
4xlyftb.lo
t,Tpt + Iry
itl� Ia P,,J 3�ilo",'--ed.LE ,.a,,� „P,�.--I-• •L- 1C"/„�,i 1.4=>6d_
ELECTRICAL LOAD CAL (LS
PER NEC
ELECTRICAL NOTES
1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 1083 S.F. @ - 3 VA 3249 VA
2011 EDITION. TWO 20A APPLIANCE CKTS 3000
2) SMOKE DETECTORS TO BE IIOV W/ BATTERY BACKUP -ARC FAULT CIRCUIT LAUNDRY 1500
3) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF DRYER 5000
ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING RANGE
12000
VERIFY. " g
4) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE W H 4500 3'• lo" L
DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE DW 1200
5) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL NEW CIRCUITS REFRIG 1200
SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, IRR. PUMP (OPTION) 1800 1714 2
LIBRARIES, DENS, BEDROOMS, SITNROOMS, RECREATION ROOMS, CLOSETS, MISC 5000 YJ dn16o°'t'+d -
HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. TOTAL 38449 VA _
6) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL NEW-
125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, FIRST 10 KW @ 100% 10000 �
GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF REMAINDER @ 40% 11379_6
EDGE OF ANY SINK.
7) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN I O' OF ALL TOTAL 21379.6 \
BEDROOMS. i /11
8) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. AIC HEAT iitD 100 % 12000
9) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. \
- - - -- TOTAL 33379.6 VA�� \
SnITCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7.10, 33379.E
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 240 - 738 AMPS
3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE USE EXISTING 150 AMP SBRVICE 'W
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQ MENTS.
4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 1 Y" SUSPENDED SLABS: 1\\ tit L _
5) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY S L BE _
d ZZ
PRESSURE TREATED. , 4 ".. 'At C (P
6) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE O to
INSTALATION OF HARDWARE IS NOT PERMITED.
7) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE + F \
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND'STANDARD
PIORF i,?{1i.5'C, i%Ig'ir!)L -f► T_—'-- - of/a•'`Gl. t•(�1�,�.� W3\1\ \ ' 8) EXTERIOR FRAME WALLS TO BE STUCCO OVER WI2ELATH wr 11111 GA. 2" -
LONG NAILS WITH 3/8" O HEAD @ 6" O.C. OVER (2) LAYERS OF (5# FELT OR T'f I 1 c 11L
TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10E NAILS TO - _- `IMAAk`E k
STUDS @ 6" O.C. PERIMETER AND FIELD. 1\1, 9) WEEP GAGE), CORR S. A MINIMUM 0.T WEE H CRE MM) (N0. 26 INIM ER SHEET - -�_� '
GAGE), CORROSION -RESISTANT WEEP SCREED WITH A VERTICAL
ATTACHMENT FLANGE OF 31/1 INCHES (89 MM) SHALL BE PRO ED AT OR \ •;
BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD LIS
IN
ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A lt,�
MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 IN S (51 MM) TM 1 �p� BN;�
ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER ,� /J e� f r ! \,
TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER-IZ SISTTVE x Q v1 L. I .t �4 Vim I I '-
pR LATH �' �' It - '�*- I \ \ \.� i%tb"f • _
SHALLC SHALL LAP THE ATTACHMENT FLANGE. THE FLANGE OF THE WEEP N tv 2 bI �� \ ` root o
SHALL COVER AND TERMINATE ON THE ATTACHMENT TLANG. -. J `.� .... _-_ V _..
CREED. w fo� T
WALL FINISH / INSULATION NOTES Las # ntAi F /I�A 6XI� . I,P1 P
1) INTERIOR TO BE 55" DRYWALL FINISH.' 67Et S BG1tPN
2) ALL INTERIOR GYPSUM BOARD TO BE MIN.'%." THICK WITH (13 GAGE, 1318" - '�lyl-R ` -
LONG, 19/64" HEAD; 0.098" DIAMETER, I V.." LONG, ANNULAR -RINGED; 5D
COOLER NAIL, 0.096" DIAMETER, 15/8"'LONG, I5/64" READ; OR YPSUM BOARD
NAIL, 0.086" DIAMETER, 15/8" LONG, 9/32" HEAD) SPACED AT 7" .C. FOR NAILS T. pL'
AND 12" O.C. FOR SCREWS. -Im
3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF
NOT GREATER THAN 450. '
4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD ytiALL AS-...-xl�'f� µu
CLASSIFICATION OF NOT GREATER THAN 200. -)"� 0/ I%'C`'/• M 1''I�L�GTa�I
5) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL. o /J¢ E xy tG1iPa2 "/X
HAVE A CRITICAL RADIANT FLUX NOT;LESS THAN 0.12 WATT A LS SQUARE (�'+ �y "�" A I p"��" SCd L
CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATE EXPOSED TO 1✓' 0 ( I AJ,, ..I
THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL - -
COMPLY WITH SECTION FRC316.
6) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESS PIES SHALL
CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1302, C 1047, C
1177, C 1178, C 1278, C 1395, C 1396 OR C 1iiM AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE
INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557
7) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
NtW w6tg
Planning & Development Services Department
Building & Code Regulations Division
rginia Avenue, Fort Pierce, FL 34992 — (772) 462-1553
Certification for Design Load Compliance -
Project Name: ICH RESIDENCE
Project Address: 120 SERENATA C<.
Permft4k ccupanry Type: R Construction Type: V
INSRRUCfiONS FOR USE,
• Tkis certification must be completed, sig ied, and sealed by the design jimfessional of record.
• S,(bmit (2) copies for residential, (3) wpfas for commercial with all permit applications involving the following:
e New Residences (single or multi family)
• Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
• Note: Form not required for interior renovations provided that no exterior structural elements are affected and
cer tin minor building permits at the discr Ion ofthe local building official. Contact the# above for questions.
21i LGs PARAMETERS AND A55UMPr10N5
1. DESIGN CODE: Florida Buiidlne e 2014 Edition with 20 _Supplements using ASCE 7-10
CI
2. Structure Designed as(check one): Enclosed _Partially Enclosed _Open
3. Risk CategoM_I X11_—III n Exposure Category: _B X C D
4. Oesign Wind Velocity 160 mph Z4 Aso N A LRFD End Zone Width: 5 Is
5. Niean Roof Height: 15 ft Roof P h: i :12 Parapet: N/A ft
& Components & Cladding Design Pressure Used: (PSF, based on 10sgft fit 15'MRH, dearly label on all plan openings):
29.3 19.3 19.3 33.E 33.E N/A
Zane 1: Zone 2: Zone 3 Zone 4: Zone 5: Garage:
.30_7 -53_5 -79.1 -36.4 -44_9 N/A
7. design leads: Floor: 40 PSF Roof Dead: 5 PSF Roof/Llve: _ 20 Balcony: N/A p5f:
Dock: N/A PSF Deck: N A PSF St m N/A PSF Fence: N A PSF Railings: _N/A PLP / CONCENTRAT
9. Is A Continuous Load Path Provided? —tIiYes_Not Applicable Explain Why Not:
10.64sign Soil Beadng Pressure: PSF Soll Test Reports Submitted?_ Yes
DESIGN PRO:MlQNAL QRTIFICATION gAtEMENT,
I certify that, to the best of my knowledge.hnd belief, the attached plans at specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also cartify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945
Print Name Cart # & Co. C
Paul Welch Inc,
ON PLAN 2/28/2017
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie
SLCCDY For:n # 020.12 Revised 3/15/12 OS)
Company Name IS Address
6i.
ALL MANUFAORIREB LAOL ES SHOWING
U FACTORS AND SHGC PLIANCE
WITH FBC ENERGY E MUST
REMAIN ON ALL DOORS At D WINDOWS
UNTIL INSPECTIONS ARE APPROVED
THESE PLANS AND ALL PR POSED WORIj
ARE SUBJECT M ANY C RRECTIONS
REQUIRED BY FIELD INSP CTORS THAT
MAYBE NECESOART..IN ®RDE�rTO •;
COMPLY, WITHALL` FLI 6LECODES,
-pit
DATE All
PERMIT MUST B)
OR NO It tSPECTION WELL BE
DMSIONI
KEPT ON JOB
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIESWL RECEIVED
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NO TO EXCEED 25
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
- ---- - - - -- MAR 0 6 201
PERMITTING
St. Lucie County, FL
PAUL YYELCIY INC.
MECHANICAL ELECTRICAL CIVIL ENGINEER/ G
f984S•W HILT/NORESr. SUITE 9 f f4
PORTST• LUCIE, FL,34984.•.
PHONE (772)785"9888 E4MIL PWELCHINC60AO .COJbt
MAR 0 11017 PAUL KZLCH, P.E. FLA REGJVO. 29945
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