HomeMy WebLinkAboutREVISION 9-27-18OFFICE USE ONLY: FILE E DATE FILED: _ 1 CO PPE T # I i'oTo
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS SCANNED
PROJECT INFORMATION Q{ Lucie CAL(Ili/
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: _
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
STATE: _
PHONE (DAYTIME):
OVVNEF7DER INi'
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NAME:
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ADDRESS: D
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PHONE (DAY I :
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
ST. LUCIE CO CERT. #:
_ ZIP:
FAX:
ZIP:
FAX:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC: 9123109 REVISION
Revised 06130117
r�L , FILE
ENERGY CONSERVATION NOTES
GENERAL NOTES
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5 AND PERMIT U T BE KEPT ON JOS
OR NO INSPECTION(S) WILL Be MADE
IUFAGTURES
LABLES SHOWING
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kND SHGC COMPLIANCE
i FBC
ENERGY CODE MUST
ON A
L DOORS AND WINDOWS
NSPE
CTIONS ARE APPROVED !
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
`CONTRACTOR OF RECORD.`
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS "
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABI F
PROPOSED DEVALLE & MOJICA RESIDENCE
5507 BIRCH DRIVE, FORT PIERCE, FLORIDA 34982
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CONSTRUCTION BY
PORT ST LUCIE PROPERTIES
2401 SW MONTEREY LANE,
PORT ST LUCIE, FLORIDA, 34953
MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089
WWW. PSLPROPERTIESINC. COM
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
PROJECT NAME: DELVALLE & MOJICA RESIDENCE
OCCUPANCY TYPE : R
STREET ADDRESS : 5507 BIRCH DRIVE, FORT PIERCE FL 34982
CONSTRUCTION TYPE: v
PERMIT NUMBER:
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE
STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED:
1. FLORIDA BUILDING CODE: 2017 EDITION WITH: 2014 SUPPLEMENTS AND ASCE 7 -10
2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING:
3. RISK CATEGORY : 111 X III IV EXPOSURE CATEGORY: B C X D
4. DESIGN WIND VELOCITY: 160 MPH 128 ASD NIA LRFD END ZONE WIDTH: 51
5. MEAN ROOF HEIGHT: +/- 1Y-6" ROOF PITCH: 6/12 PARAPET: NIA FT.
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH)
ZONE 1: + 22.3 ZONE 2: + 22'3 ZONE 3: + 22'3 ZONE 4: + 33.6 ZONE 5: + 33.6 GARAGE: + 22.3
-35.4 -59.8 -87.9 -36.4 -44.9 -29.0
7. DESIGN LOADS : FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF/LIVE: 20 PSF BALCONY_ • NIA PSF
DOCK: NIA PSF DECK : NIA - PSF STAIRS : NIA PSF FENCE: I'11A PSF RAILING • NIA PLF / CONCENTRATED
8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOTAPPLICABLE EXPLAIN WHY NOT)
9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT)
10. DESIGN SOIL BEARING PRESSURE: 2500 PSF SOIL TEST REPORTS SUBMITTED? YES
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED
WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE
AND BELIEF.
NAME: PAUL WELCH, P.E. CERT # & CO. CERT, AUTH. 2994515115
DESIGN FIRM: PAUL WELCH, INC. DATE:
ADDRESS: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE, FL 34953
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ADDRESS IDENTIFICATION
BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THE ADDRESS IDENTIFICATION
SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING
THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND.
ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE
WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS
IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY
RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE
VIEWED FROM THE PUBLIC WAY, AMONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED.
PLANS AND ENGINEERING
PAUL WELCH, INC.
1984 SW BILTMORE STREET # 114
PORT SAINT LUCIE, FLORIDA 34984
PHONE: (772) 785-9888 FAX: (772) 785-9933
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORI DA BUILDING CODE 2017 ENERGY
CONSERVATION RESIDENTIAL.
2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES
SHALL BE WEATHERSTRIPPED AND INSULATED TOA LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS
REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE
FILL FROM SPILLING INTO THE LIVING SPACE.
3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN
ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4.
4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO
MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER
SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3.
5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN
ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3.
ELECTRICAL NOTES
1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION.
2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED
TO BE HIGH-EFFACY LAMPS)
3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND
UNCONDITIONED SPACES.
4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT
5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL
SMOKE DETECTORS IN THE RESIDENCE
6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS.
7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15
AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS,
OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK.
8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS.
9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS,
CONTENTS
A100 - COVER SHEET
A101 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL
A102-PROPOSED ELEVATIONS
A103 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND.
A104 - PROPOSED FOUNDATION PLAN
A105 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE
A106 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER.
A107 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE
A108 - PROPOSED CONSTRUCTION DETAILS
PORCH COLUMN DETAIL
INTERIOR NON -BEARING WALL DETAIL
BLOCK TRANSITION DETAIL
GARAGE DOOR ATTACHMENT DETAIL
ROOF SHEATHING NAILING ZONE DETAIL
INTERIOR STEP DOWN BEARING WALL DETAIL
A109 - PROPOSED CONSTRUCTION DETAILS
FENESTRATION DETAILS
1)THE COWTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS
AT JOB 31TE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL 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 BUILDING CODE (FBC) 2017, FBC 2017
RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY
CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION
AREA PER FRO 301.
ADDITIONAL NOTES
1) INTERIOR TO BE %" DRYWALL FINISH.
2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD;
0.098" DIAMETER, 1 Y," LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,
5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9132" HEAD) SPACED AT 7"
O.C. FOR NAILS AND 12" O.C. FOR SCREWS.
3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS
IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS
AND WALL PANELS IN SHOWER AREAS. (PER FRO 702.4.1 & FRO 702.4.2).
4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450,
5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200.
6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL
RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER, EXPOSED FOAM
PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR
ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316.
7) PER FRO 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO
ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C
1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS
OF FRO, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO
ASTM C 557
8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING
ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX
NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH Or 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
SEE PI -AN FOR SIZES & STEEL REQUIREMENTS.
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3"BEAMS: 1 YVSUSPENDED SLABS: 1 %"
6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL
MINIMUM IN BEAMS AND COLUMNS.
7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE
IS NOT PERMITED.
9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES
10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND
INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C.
FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DI&
11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING,
12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM.
13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA, 2" LONG NAILS WITH 3/8"
0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32"
CDX PLYWOOD WITH 10D NAILS TO STUDS@ 6" O.C. PERIMETER AND FIELD.
14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE
NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE
PLIES UNLESS NOTED.
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PLAN SHEET
INDEX
COVER SHEET 1
SHEET 2
FLOOR PLAN
SHEET 3
ELEVATIONS
SHEET 4
ELECTRICAL
SHEET 5
FOUNDATION
SHEET 6
BLOCK & TIE BEAM
SHEET 7
HVAC & PLUMB.
SHEET 8
TRUSS LAYOUT
SHEET 9
DETAILS
SHEET 10
DETAILS
SHEET 11
N/A
SHEET 12
N/A
PLAN SHEET
INDEX
'4" 11 4ED
BY
St Lucie County