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E USE ONLY: 7 ^7
DATE FILED: �a ` 14q J � J PERMIT # � v j � ` > 4 / o
REVISION FEE: 1 + RECEIPT #
PLANNING& DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 JAN 14 2021
(772)462-1553
Permitting Department
APPLICATION FOR BUILDING PERMIT REVISIONS St. Lucie county
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
3aa5 Musa Drtv4
o -�?-g 9a
DETAILED DESCRIPTION OF PROJECT
REVISIONS: r L
'(00-� S k PA
`2 L V Q(j by
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: A.146"�;
ADDRESS: ?7 -4-1
CITY: Vero S IATE: L ZIP: 3 2 q r%
PHONE (DAYTIME: `7 FAX:
ARCHITECT/ENGINEER INFORMATION;
NAME: �'1�F K„� V � l e Vl
ADDRESS.
CITY: STATE ZIP. _� C
PHONE (DAYTIME): FAX:
�—
SLCCC.• 9123109
Revised 06130/17 k;
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Its
ARCHITECT
9k [ S I d
RECEIVED
JAN 14 2021
Permitting Department
St. Lucie Counhi
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CONNECTOR SCHEDULE
TRUSS ID
BEARING
TRUSS ACTUAL
SIMPSON
CONNECTOR(S)
FASTENER$
POINT(S)
UPLIFT(GROUPED,
CONNECTOR(S)
UPLIFT DESIGN
WORST CASE
A-ATB
EACH
386#
HTSM 16
1110#
8-10d NAILS &
4.1/4" X 2,1/4"
TITENS
B
1ST BRG
376#
HTSM 16 -
1110#
8-10d NAILS &
4.1/4" X 2.1/4"
TITENS
ZN° BRG
287#
(1) MTS 16
1000#
14-10dxl-1/2"
GRA
EACH
810#
HTSM 16
1110#
8-10d NAILS &
4-1/4" X 2.1/4"
TITENS
GRB - *'';?�`"
1ST BRG
746#
HTSM 16
1110#
8-10d NAILS&
4-1/4" X 2.1/4"
TITENS
2"^ BRG
653#
(1) MTS 19
1000#
14-10dxl-1/2"
GRP
1ST & 2N° BRG
834#.
(1) MTS 16
1000#
14-10dxl-1/2'
SRO BRG
511#
HTSM 16
1110#
8-10d NAILS &
4-1/4" X 2.1/4„
TITENS
P
1ST & 2NQ BRG
395#
(1) MTS 16
1 1000#
14-10dxl-1/2"
3RP BRG
291#
HTSM 16
1110#
BdOd NAILS &
4-1/4" X 2.1/4"
TITENS
KING JACK
1ST BRG
743#
(1)HETA 20
1810#
9-1061.1/2"
2NO BRG
591#
(1)MTS 16
1000#
14-lOdx1.1/2"
HIPJACKS
1ST BRG
157#
(I)HETA 20
1810#
9101x11/2"
2No BRG
NAILED PER TRUSS COMPANY
VALLEY TRUSSES
48"O.C.
672# (1)MT516
1000#
14-lOdxld/2"
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB # QS746&FEDYNIK TRUSS ENGINEERING
DATED 4/16/2019. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR
TRUSS ID AND STRAPPING PLACEMENT.
PCAM aj�—' BAST LINTEL
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I
NT5
5-CLSCr?�
ZLZjq TCL LEGEND
SINGLE POLE SWI
TCH
THREE WAY SWITCI4
DUPLEX CONVENIENCE OUTLET
- // 220V OUTLET
�J MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
G7F1 GROUND FAULT PROTECTION
r PHONE OUTLET
j� J.B. FOR FAN/LIGHT COMBO
CABLE TELEVISION OUTLET
WE WEATHER PROOF
r �
RECESSED FIXTURE
CEILING MOUNT FIXTURE
Sp SMOKE DETECTORS
DOORBELL
C' 1
CHIMES I ES
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-" C. E-L-s—CT. SE' V I CE
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ELEC-T: DtST.
— NT5
ELECTRICAL LOAD CALCULATIONS
1112 SQ. FEET 3 VA 3336 VA
2'20 AMP APPLIANCE CIRCUITS 3000 VA
1 REFRIGERA
DRYWALL AND FIJRMNGATTAC14MENT
P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 '/," CASE HARD NAILS @ 8" O.C.
/z" DRYWALL. FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS n) 8"O.C. PERIMETER AND 12" O.C. FIELD.
5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
r �_1 Cyr
J /
P-
c_.
NVP
DOOR AND WINDOW BUCK FASTENING �" c
ROOF SHEATHING NAILING ZONE INFO.
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS ZONE PS REMAINING AREA W/8d RING SHANK @ 6" O,C PERIMETER & 6" O.C. FIELD,
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETERS, 6" O.C. FIELD,
MIN, OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND ZONE P3 5' X 5' @ HIP ANDS' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O,C. FIELD.
BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS, NOTES:
19/32" CDX PLYWOOD SHEATHING
OPTIONAL 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
2 X BUCKS SHALL BE ATTACHED WITH'/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM,D226.
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK, BUCK SHALL EXTEND TES:
BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH ASPHALT SHINGLES SHALL COMPLY VVITFI A57M D 3161 CLASS F, g5TM D 7158 CLASS H OR
AMENDMENTS, TAS.107 AND.SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS. OR.SE INTERLOCKING.
LINTEL SCHEDULE
MANUFACTURER:
CAST-CRETE
--- '—
LINTEL
NO-
LENGTH
SAFE
GRAVITY
LOAD
A
GRAVITY
LOAD
MIRE E
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
Ll
2'30"
6113#
_
44608
8F16/S7-1B
L2
3'-6"
6113# _
35470
8F16/1T-18
L3
L4
4'-0" _
4'{i"
6113#
6113#
(p/(,
3079#
2724#
446 4
8F16/1T-1B
8F16/1T-1B
NOTES:
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4' OF THE FLORIDA BUILDING RESIDENTIAL CODE,
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
IW I rJ'(�Cc� uy TABLE R301,°z11)
G"L ICI F-3" —1 1111
51-11CCo L�raT> PeoaFl J�
GCon�eC€TE ScAI.�-::F.
�scAccn�'[-In
IF C;-1Yk cad r.,Lt_..4,
GROUND WIND DESIGN_ SEISMIC — SUBJECT TO_ DAMAGE PROM e — —
SNOW S 4etl° Too i s hlo DESIGN ors ER $CC BARRIER AIR MEAN
P P 9 P Frost Iln� .� DESIGN UND-RLAYMENT FLOOD FREEZING ANNUAL
LOAD .(mph) efto I (NA�_CAI EQORY' We4lherin " tle Ih" TBIIn114° TEMP° REQUIRED^ HAZARbS4 INDEX' TEMPI
-- - - - $ --P -- EM -- —.. --- —
NA See Fig. R301 2(4) NA Neyligi Ule NA Very NA NA NA
—.NA
TOR 1200 VA ...
_ - ��r
1 DISHWASHER 1200 VA
1 LAUNDRY 1500 VA
1 RANGE 12000 VA
1 DRYER 5000 VA
1 MINI SEWER 2500 VA
1 WATER HEATER 4500 VA
1 POOL EQUIPMENT 2500 VA
1 MISCELLANEOUS 5000 VA
TOTAL 41736 VA `
FIRST 10 KVA@ 100% 10000 VA
REMAINDER @ 40% 12G04 VA
AC / HEAT ra 100 % 12000 VA
TOTAL 34694 VA
34694 145 AMPS
240
PROVIDE 200 AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT
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0 OF-L-
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348''
COPYRIGHT2017
PROJECT
FEDYNIK
FIRE RECONSTRUCTION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
� ,0019
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