HomeMy WebLinkAboutREVISION 10-8-18FILE COPY
OFFICE USP ONLY:
DATE FILED: 14)E. - V5 PERMIT # I90 Ugh 4::' o
REVISION FEE: .-75 100 SCANNED RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
„SUM 5•c3a$rAft pr .
DETAILED DESCRIPTION OF PROJECT
REVISIONS: p�
Ip Tc>N\
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAN
ADDRESS: Qyc
CITY: 0 S�--
PHONE(DAYTIME): 771 - aNS •o'a`b rx
OWNER/BUILDER INFORMATION:
NAME: _
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
R@vised 06130117
STATE:
FAX. —
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FAX:
FAX:
REVISION
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ZIP:
ZIP:
GENERAL NOTES
PLANS AND ENGINEERING BY
IN
PAUL WELCH, INC.
1984 SW BILTMORE STREET # 114
PORT SAINT LUCIE, FLORIDA 34984
PHONE: (772) 785-9888 FAX : (772) 785-9933
FILE COPY REVISION
planning & Development Services. Department
® Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
ST. LUCIE COUNTY BUILDING DIVISION
Project Name: REYES RESIDENCE RED EWED -FOR COMP
REVIEWED B
Project Address: 56045EAGRAPE DR. DATE
PLA S AN PERM UST BE KEPT ON JGB
Permit#: Occupancy Type: R ConstructI&JTfpQR NO INSPECTION(S) WILL BE MADE
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
THESE PLANS AND ALL PROPOSED WORK
o New Residences (single or multi -family)
o Residential Addition ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
o Any accessory structure requiring a building permit MAY BE NECESSARY IN ORDER TO
o Any non-residential structure. WMj Q 4k� APPLICABLE CODES.
• Note: Form not required for interior renovations provided that no exterior structural eleme -
certain minor building permits at the discretion of the local building official. Contact the # above for questions, U„tN'f 5
DESIGN PARAMETERS AND ASSUMPTIONS USED, (complete all that cooly)1.
2. DESIGN CODE: Florida Building
Designed as (check one): Code
Enclosed Edition -Partially llEnclosed lements uOpe ASC`oM
with 7 hVto �Pespo`1�1811� Art
3. Risk Category: _1 X II_III IV Exposure Category: _B X C D QREjfu1�jQf.��jQ1`tq,�F RAC u
4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft ,e
S. Mean Roof Height: 11.5 ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
20.6 20.6 20.6 35.8 35.8 27.2
Zone 1: -32.7 Zone 2: Zone 3: Zone 4: Zone 5: Garage: _35.4
-57.0 -84.2 -38.8 -07.9
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF
Dock: N/A PSFDeck: N/A PSFStairs: N/A PSF Fence: N/A PSF Railings: N/A PLF/CONCENTRATED
8. Were Shear Walls Considered For Si:ructure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes -Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & 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 certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified: 29945 / 5115
Paul Welch P.E.
Print Name Cent # & Co. Cart Auth.
Paul Welch Inc.
ON PLAN 2/19/2018
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Pc,y
Company Name &Address
SLCCDV Form # 020-12 Revised 3/15/12 (JS) - _- -
FPL SERVICE CONFIRA
r I �^ I�(IQQ Tu op pFp�y GARAGE LEFT
I\01 4r111 I ;1ATION
OF PORT ST LGIE PROPER101I EGENCE
EC
WRITTEN DIMENSIONS
OVER SCALED DIMENSIONS. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS. DATE
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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. PSL PROPERTIESINC. COM
ST LUCIE COUNTY, FLORIDA
OWNERS NAME
BUILDING PERMIT NUMBER:
PRODUCT
OPENING
DESIGN PRESSURES
WINDOWS
SEE ELEVATIONS
WINDOWS
N/A
MULLIONS
N/A
BLOCK GLASS
N/A
SKYLIGHTS
N/A
SLIDING GLASS DOORS
N/A
SWING TYPE DOORS
SEE ELEVATIONS
FRENCH DOORS
SEE ELEVATIONS
GARAGE DOORS
SEE ELEVATIONS
HURRICANE PROTECTION
N/A
ROOF VENTILATION
N/A
REYES
PRODUCT RATED
MANUFACTURER
DESIGN PRESSURES
+ / - 55.0
MI WINDOWS & DOORS `
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A -
+ 49.2 /- 50.0
THERMA-TRU
+ / - 50.0
THERMA-TRU
+ / - 37.0
CLOPAY
N/A
N/A
N/A
N/A
LLAL1:- 60A� J
ROOFING MATERIALS -- MIZ F` r 1 Qgj, ; p jr C20P?
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE
STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRE
NAME: PAUL WELCH, P.E. SIGNATURE: ON PLA
DESIGN PROFESSIONAL : PAUL WELCH, INC. CERTIFICATION NO.29945
PROJECT
PROPOSED NEW RESIDENCE FOR:
REYES
5604 SEAGRAPE DRIVE
FORT PIERCE, FLORIDA 34982
MODEL
CAYMAN
VICINITY MAP
SCANN
8Y
�' f AM'i6�i�t111fi'
ONTENTS
data @201
A100 - COVER SHEET
All01 - 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 BLOCKAND 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
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & REGULATIONS DIVISION
PRODUCT REVIEW AFFIDAVIT
APPLICANT:
MODEL NUMBER
PRODUCT
APPROVAL NUMBER
GLASS TYPE
METHOD OF ATTACHMENT
185 SH
FL # 17499.1
IMPACT
3/16" X 1-1/4" MIN. EMBED TAPCONS
AT2"/11"O.C.
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SMOOTH STAR
FL # 7640.2
IMPACT S/L
1/4" X 1-1/4" MIN. EMBED TAPCONS
AT 6" / 13.75" O.C.
SMOOTH STAR
FL # 7640.4
IMPACT
1/4" X 1-114" MIN. EMBED TAPCONS
AT 6'/13.75"OC
29W6-10
FL # 567$.29
N/A
5/16" X 1-5/8" MIN. EMBED LAG SCREWS
ONE PER BRACKET
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A-�
PANEL FASTENER: #9 -15 X 1 Y2" WOODGRIP WITH
SEALING WASHER IN THE RIB OF THE PANEL,'/a"
MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL
FASTENERS TO BE CORROSION RESISTANT. FASTENERS
SHALL BE INSTALLED AT 12" PARALLEL TO ROOF SLOPE
AND 12" O.C. PERPENDICULAR TO ROOF SLOPE.
V 5 I L I
N/A
THIS - �-1-- --•..,q
CODE PROVISIONS.
ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
PORT SAINT LUCIE, FL 34984
PHONE :(772) 785-9888
FAX: (772) 785-9933
Oc i 0 4 201 EMAIL: PWELCHINC@AOL.COM
1)THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS
AT JOB SITE, 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. Y" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD;
0.098" DIAMETER, 1 ''/," 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, 9/32" 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' RECOMM EN CATIONS AS BACKERS FOR WALLTILE IN TUB AND SHOWER AREAS
AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
4) WALLAND 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 FRC 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 FRC, 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 ILL 723.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2000 PSF (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
SEE PLAN FOR SIZES & STEEL REQUIREMENTS,
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: YBEAMS: 1 'W'SUSPENDED SLABS: 1 W'
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 SHEATHINGAND
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 DIA.
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.
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY
CONSERVATION RESIDENTIAL.
2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES
SHALL BE WEATHERSTRIPPED AND INSULATED TOALEVEL 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 FHE NEC (NFPA 70) 2014 EDITION.
2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH-EFFACY LAMPS OR 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 LIMIT AIR 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 CIRCUITARC-FAULT PROTECTION FOR ALL 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 FOR ALL 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 W' OF ALL BEDROOMS.
9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
PORT ST LUCIE PROPERTIES
2401 S1t( MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953
WWW.PSLPROPERTIESINC.COM
N
16'-0"
■ ■ -- ■
TRUSSED ROOF PORCH
8'1 FLAT CEILING
- - SCREEN ENCLOSED, CONTRACTOR
TO LOCATE SCREEN DOOR "
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SH-25 / EGRE`:S 60681 TEMP. /.SGD
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we I g s ORE CEILINGFRo 8'-0"TO9'-4" — _ — — — KITCHEN— — 3 o ° " BEDROOM # 3
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w , _ _ _ _ PRECAST UN—Til`- r IA 101 W
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12' X 12" CMU COL MN
50 a (3 LOCATIONS)
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4'-0"
OCCUPIED CUBIC FOOTAGE = 14882.95
CALCULATE ATTIC VENTILATION
CEILING = 2020 SQUARE FEET
2020 1300 = 6.7333 REQUIRED VENTILATION
192.0 LINEAR FEET OF W X 22"VENTS @ 48" O.C. = 44.0 SQ. FT. 12
= 22.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
22.0 SQUARE FEET> 6.7 SQUARE FEET: SOFFIT VENTILATION OK
PROVIDE 6"X 22" SOFFIT VENTS 0 48" ON CENTER
REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC-
40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2
6.733 X 40% = 2.693 SQ. FT. OF RIDGE VENT
6.733 X 50% = 3.367 SQ. FT. OF RIDGE VENT
RIDGE VENT
18 LINEAR FEET OF 2" VENT = 3.0 SQUARE FEET OF RIDGE VENT
PROVIDE 18 LF OF RIDGE VENT
12
�6
2" X 6" PRIMED & PAINTED
IRIS SPRUCE
12 O. .
o 6" X 22" VENTS
AT 4'-0" O.C.
- STUCCO OVER WIRE LATH
w/ 11ga. 2" NAILS WITH 3/8"
FFIT DET IL HEAD DIA. AT 6" O.C. OVER
:ALE 3/8" RIB LATH @ 6" O.C. WITH
(2 LAYERSOF 15 # FELT OVER
EACH FRAMING MEMBER)
1
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. COVERED BY 19/32"
4 PLY COX PLYWOOD
(SEE NAILING DETAIL)
HETA20 HURRICANE
ANCHORS EMBEDDED 4" INTO
BEAM FOR TRUSSES 12
NN .SCHEDULE) 61
Y0
�4!5V Mg
� OVER 30 It ROOFING FELT R-30 TYPICAL CEILING INSULATION
CONT. GALV. MTL DRIP
OVER (PT)1X2 - --
---
8°. �1/2" DRYWALL @ CEILING
(TYPICAL)
8" X 8" X 16" BEAM BILK.
2" X 6" PRE -PRIMED 112" D.H./ (1) # 5 BAR IN 3000 PSI
SPRUCE FASCIACONCRETE FILLED CELL
VENTED 8" PRECAST LINTELS
STUCCO SOFFIT W/( # 5 BAR FOR ALL O
(SEE DETAIL) DOOR AND WINDOW OPENINGS LL
& FILLED W/ 3000 PSI CONCRETE p
STUCCO FINISH W
1"X 2" P.T. FURRING STRIPS - 0
@ 16" O.C. WITH FI-FOIL z
VERTICAL REBAR TIED TO DOWEL INSULATION L`
& RUNNING INTO BEAM BLOCK o
IN 3000 PSI CONC. 1/2" DRYWALL x
(TYPICAL) ILL.
VERTICAL DOWELS
W/ 30" LAP SPLICE 8" CONCRETE BLOCKS
FROM FOOTER WOOD BASE BOARDS
(SEE FOUNDATION PLAN
FOR SIZE & SPACING ) 8° 4" CONC. SLAB (MIN. 2500 PSI)
-0" TOP OF SLAB
w/ 6 X 6 10/10 WWM OR FIBERMESH
I GRADE
TYPICAL WALL SECTION
(CONCRETE BLOCK I LINTEL U-BLOCK CONSTRUCTION)
NO SCALE
ROOD CONCERT DRAWING
SCALE : 3116" = V-0"
"
W
y co 2
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PROPOSED
REYESRESIDENCE
5604 SEAGRAPE DRIVE
FORT PIERCE
FLORIDA 34982
PLAN INFORMATION,
A SINGLE FAMILY RESIDENCE
MODEL CAYMAN
GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 160-C
PLAN DIMENSIONS 58'-0"X 38'-O"
AREA TABULATIONS
LIVINGAREA 1376.0 SQ. FT.
GARAGE 420.0 SQ. FT.
ENTRY 96.0 SQ. FT.
BACK PORCH 128.0 SQ. FT.
TOTAL FOOTPRINT 2020.0 SQ, FT.
.COPYRIGHT REMAINS THE PROPERTY
OF.PORTST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL
VERIFY ALL DIMENSIONS ON SITE.
SHEET INDEX
A100 - COVER SHEET
A101 --FLOOR PLAN
A102 - ELEVATIONS
A103 - ELECTRICAL PLAN
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106- HVAC PLAN
A107 - TRUSS PLAN
A108- DETAILS
A109 - DETAILS
SHEET INFORMATION
DATE JANUARY 29, 2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 114" = 1'-0"
REVISIONS
ENGINEER OF RECORD
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
SHEET
Al 01
BEARING HT.
9'-4" (ENTRY)
BEARING HT
8'-0"
zL
OPENING LD.
A
FINISHED FLOOR 0'-0"
0'I F
SCALE: 1/4" = l'-0"
77777
OPENING LD.
NT ELEVATION_ B oPENCNG LD.
NOTE: 41 31
SAND FLOAT FINISH 12" X 12"
ON ALL STUCCO BANDS & CCOLUMN
RETURNS SUCH AS WINDOWS, (TYPICCAA L (3) PLACES) 5, DELIGHT
DOORS, GARAGE DOORS, 1 I
AND ENTRY
CALCULATE ATTIC VENTILATION
CEILING = 2020 SQUARE FEET
2020 / 300 = 6.7333 REQUIRED VENTILATION
192.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 44.0 SQ, FT. / 2
= 22.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
22.0 SQUARE FEET> 6.7 SQUARE FEET: SOFFIT VENTILATION OK
PROVIDE 6"X 22" SOFFIT VENTS (a), 48" ON CENTER
REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC
40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2
6.733 X 40% = 2.693 SO. FT. OF RIDGE VENT
6.733 X 50% = 3.367 SQ. FT. OF RIDGE VENT
RIDGE VENT
18 LINEAR FEET OF 2" VENT = 3.0 SQUARE FEET OF RIDGE VENT
PROVIDE 18 LF OF RIDGE VENT
BEARING HT 8'-0"
FINISHED FLOOR 0'-0"
(;1
18 LF RIDGEVENT
--
�.
BEARING HT 8'-0"
FINISHED FLOOR 0'-0"
OPEND
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12
6
OPENING I.D.
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A
SCALE: 1/4" = l'-O"
BEARING HT 9'-4"
BEARING HT 8'-0"
FINISHED FLOOR 0'-0"
SCALE: 1/4" = l'-O"
_ FINISHED FLOOR 0_0"
OPENING I.D.
F _21
18' L.F.
APPLIED DESIGN PRESSURES (PSF)
MARK
I
E
ZONE 4
ZONE 5
(+)
H
(+)
H
1
10
35.8
-38.8
35.8
-47.9
2
15
35.7
-38.7
35.7
-47.7
3
1 20
35.6
-38.6
35.6
-47.5
4
25
35.5
-38.5
35.5
-47.3
5
30
35.4
-38.4
35.4
-47.1
6
35
35.3
-38.3
35.3
-47.0
7
110
1N/A
N/A
1 2.7.2
-35.4
OPENING I.D.
OPENH G I.D.
31
31
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BEARING HT
SCREEN NOT SHOWN "
FINISHED FLOOR 0'-0"_
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PROJECT''
PROPOSED
REYES RESIDENCE
5604 SEAGRAPE DRIVE
FORT PIERCE
FLORIDA 34982
A SINGLE FAMILY RESIDENCE
MODEL CAY
GARAGE SIDE I
ELECTRICAL SERVICE
EXPOSURE 1
PLAN DIMENSIONS 58'-0"X3
AREA TABULATIONS
LIVING AREA 1376.0 SQ
GARAGE 420.0 SQ
ENTRY 96.0 SQ
BACK PORCH 128.0 SQ
TOTAL FOOTPRINT 2020.0 SQ.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL
VERIFY ALL DIMENSIONS ON SITE.
SHEETINDEX
A100 - COVER SHEET
A101 - FLOOR PLAN
A102 -ELEVATIONS
A103 - ELECTRICAL PLAN
Al04- FOUNDATION PLAN
A105 - BLOCK PLAN
A106 - HVAC PLAN
A107 - TRUSS PLAN
A108 - DETAILS
A109 - DETAILS
DATE SEPTEMBER 25, 2
DRAWN BILL SCHROEL
REVIEWED
SCALE 114" _
REVISIONS
ENGINEER OF RECORD
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
OCT 0 4 2018
SHEET
A102