HomeMy WebLinkAboutEngineeringII
ELECTRICAL LEGEND
SINGLE POLE SWITCH
3 THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
220V OUTLET
4 MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
LFI GROUND FAULT PROTECTION
Y PHONE OUTLET
II J.B. FOR FAN/LIGHT COMBO
CABLE TELEVISION OUTLET
WP WEATHER PROOF
RECESSED FIXTURE
CEILING MOUNT FIXTURE
50 SMOKE DETECTORS Pa'�c"''
DOORBELL
c `I CHIMES
EI
ECTRICAL LOAD CALCULATION
1726 S.F. EXISTING LIVING @ 3 VA
5178VA
(2) 20 AMP APPLIANCE CIRCUITS
3000VA
RANGE
12000VA
REFRIGERATOR
1200VA
LAUNDRY
1500VA
DRYER
5000VA
WATER HEATER
4500VA
WELL
4500VA
MISC.
3000VA
TOTAL
39878VA
FIRST 10000 VA @ 100%
10000VA
REMAINDER @ 40%
11951 VA
9/C HEAT (rte 100%
10000VA
TOTAL
31951 VA
3 251VA =133 AMPS
240
USE EXISTING 200 AMP SERVICE
PROVIDE ARC -FAULT PROTECTION AND TAMPER
PROOF RECEPTACLES.
RENOVATION SCOPE OF WORD , AND FINISHES.
REMOVE ALL INTERIOR APPLIANCES, FIXTURE;
REMOVE EXISTING ALUMINUM ROOM.
TREAT ENTIRE STRUCTURE FOR MOLD.
REMOVE EXISTING WALLS PER DEMOLITION PLAN.
REWORK EXISTING PLUMBING AS REQUIRED AND INSTALL NEW PLUMBING FIXTURES
PER PLAN BY LICENSED PLUMBING CONTRACTOR.
ELECTRICAL TO BE COMPLETELY REDONE PER PLAN AND, TO MEET ELECTRICAL CODE,
BY LICENSED ELECTRICAL CONTRACTOR.
INSTALL NEW DOORS AS INDICATED ON FLOOR PLAN PER PRODUCT REVIEW.
CONSTRUCT NEW WALLS PER PLAN AND DETAILS.
INSTALL R-30 FIBERGLASS BATT INSULATION IN ATTIC, AND RIGID INSULATION ON
BLOCK WALLS.
INSTALL ALL NEW WALL FINISHES (DRYWALL / DURO-ROCK AND TILE)
INSTALL NEW KITCHEN AND BATH CABINETS AND APPLIANCES.
INSTALL NEW HVAC SYSTEM BY LICENSED HVAC CONTRACTOR.
INSTALL NEW FLOORING, CLEAN AND PAINT-
WORK DONE WITHOUT PERMIT
REMOVE AND REPLACE EXISTING ASPHALT SHINGLES, RE -NAIL PLYWOOD, AND DRY -IN.
INTERIOR DEMOLITION (STRIPPED TO BARE SHELL)
MOLD TREATMENT.
INTERIOR WALL FRAMING.
SAW CUT SLAB AND INSTALL ROUGH PLUMBING
INSTALL SLIDING GLASS AND DOUBLE FRENCH DOOR
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Certification for Design load Compliance
1. DESIGN CODE: Florida IVAaLV E*1T+kVode 20
'14 Edition w/20— supplements using ASCE 7-10
1. Structure Design is: Enclosed�Partially En
closed—Open Building
3. Risk Category:,I XII _III _IV Exposure C�tegory: /CB _C _ D Adjustment coefficient 1
4. Design Wind Velocit&6�mph _ASD ^ LRFD End Zone Width �' ft.
5. Mean Roof Height: L;_ ft. Roof Pitch: g:12 Parapet _ ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3 ' MRH(worst case))
Zone 1: -Zone 2: 4_ Zone 3: -NIA- Zone 4 - 42, TZone 5: -521 SGarage: A/h
7. Design Loads: Floor: PSF Roof/Dead jf PSF Roof /LivelQ PSF Balcony: _PSF
Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF
8. Were Shear Walls Considered for Structure? XC Yes _ Not applicable Explain Why Not:
9. Is A Continuous Load Path provided? X_ Yes! Not applicable Explain Why Not:
30. Design Soil Bearing Pressure:2000 PcE
Soil boring Test required _Yes No (based upon section 1803.2 exception)
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PROVIDED ELECTRIC SMOKE
DETECTORS WITH BATTERY
BACK - LIP IN ALL SLEEPING
AREAS AND STAIR LANDING
WIRED SO THAT THE ACTIVATION
OF ANY DETECTOR WILL ACTIVATE ALL.
A CARBON MONOXIDE ALARM SHALL
BE INSTALLED IN ACCORDANCE
WITH F.A.C. RULE 9B•3.0472 WITHIN
TEN FEET OF EACH ROOM USED FOR
SLEEPING PURPOSES.
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rI)VPNl M FSCTFNFAN CA ATTACHMENTS
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W,ARCHITECTON IC INC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
LAFFONT
RENOVATION
ST. LUCIE, COUNTY, FLORIDA
RECE:I VE
FEB 2 8 2017
PERMITTING
St. Lucie County, FL
' CONSULTANTS
' REGISTRATION
�p��Q'F FLD,Q'O
oa G�NEL J. sI' 9
C
' gR96� `�•U
IREVISIONS
NO. DATE REVISION
I
KEY PLAN
THESE PLANS AND ALL PROPOSED W
ARE SURIECT T0,191 OM', IECTIONS
REOURED uY IJ[,LD I ,'P..CTOA6 TH,
MAY UE NECESSARY IN OVER TO
coMPLY WITH ALL APPUOABLA 0001
' SHEET TITLE / SHEET NUMBER
I A— OF TvJp
PROJECT NUMBER (z 1'70 c57
DATE Z /yl'i7
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LAFt=oK
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D
COMMON OR ROOFING NAILS HAVINGA MIN. Y:" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN. 3L" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE
WOOD FRAMING MEMBERS %" MIN.
DOOR AND WINDOW BUCK FASTENING
I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1-'/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS
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
BEYOND THE INTERIOR FACE OF FRAME. PER 2014 FLORIDA BUILDING CODE WITH
AMENDMENTS.
DRYWALLAND FURRING ATTACHMENT
P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH I %" CASE HARD NAILS @ 8" O.C.
Y2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 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.
PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVALM
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
SNOW
Bpwd° TopoOr•Dhio
DESIGN
TYPE
Frost line
CASE)
PRESSURES
AIR
MEAN
LOAD
h effeote'' NA
FRENCH
ZONE 4.47.9
-50
PINECREST
O.S. WOOD
NOAM
IMPACT
14" TAPCONS ED 11" MAX. O.C. WITH 1-1/2" MIN.
DOOR
ZONE 5 -57.5
INDUSTRIES OF FLA.
DOOR
12.1206.05
EMBEDMENT WITH 2-1/2" DISTANCE TO EDGE
RE �
HAZA DSe
X
INC.
NA
Sao, ft. R301.2(4)
NA
Negligible
SLIDING
ZONE 4.47.9
-60
LA ON
RS
8900 SLIDING
FLM
IMPACT
K" UITRACONS ®18" MAX. O.C. WITH A 1-3/4" MIN.
DOOR
ZONE 5.57.5
MANUFACTURING
GLASS DOOR
14554-R2
EMBEDMENT AND 2-1/2" DISTANCE TO EDGE
NA
NA
COMP.
___.—.._.-__.-._..._..____.-_-_..._._..___...._.._......_....___.._._..__.............._...........r. rrnuerntn.rVn[. In[ X'ACY I AIVlC UPI rlt�t
PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
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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,
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CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
WIND DESIGN
SEISMIC
--- SUBJECT
TO DAMAGE
FROM
--_
SNOW
Bpwd° TopoOr•Dhio
DESIGN
Frost line
WINTER
LCB BARRIER
AIR
MEAN
LOAD
h effeote'' NA
CATEGORY'
WentherinRI
T•rlRlte°
DESIGN
TEMP•
DEFLAY1,114NIT
UNREQU
FLOOD
FREEZING
ANNUAL
Yd•plh__
RE �
HAZA DSe
X
Tamp,
NA
Sao, ft. R301.2(4)
NA
Negligible
NA
Ver
NA
ry
NA
NA
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 6008 BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND
COMPACTED TO A MINIMUM OF 9S% MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO
WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2014 EDITION PER
WIND LOAD COMPLAINCE.
7. WINDOW & DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2014
EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. FOR METHOD OF ATTACHMENT FOR DOORS & WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A
MINIMUM Z -MAX COATING OR BETTER.
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ARCHITECT
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
COPYRIGHT 2017
PROJECT
LAFFONT
RENOVATION
ST. LUCM, COUNTY, FLORIDA
CLIENT
RcCtEIV ED
FEB 2 8 2017
PERMITTING
St. Lucie Count}', FL
CONSULTANTS
REGISTRATION
,R
P,Zs QF• F. O
`GNAEL J,
. C,
• * l ! s
AR968
W'S�RED I1Rt�\'�
REVISIONS
NO. DATE REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
A,- Z
of: Tv4O
FILF n y
IPROJECT NUMBER 17 p p •I
DATE
Moor. I r