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DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
PROJECT NAME: PROPOSED SHOCKLEYRES.
OCCUPANCY PE: R
STREET ADDRESS: 5912 SUNSET BLVD., FORT PIERCE FL 34982
CONSTRUCTION TYPE: V
PERMIT NUMBER:
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANSAND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE
STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BYTHE ST. LUCIE COUNTY I ALSO CERTIFY THAT STRUCTURAL. ELEMENTS
DEPICTED ON THESE PLANS PROVIDEADEQUATE RESISTANCE TO THE WIND LOADSAND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS.AND.ASSUMPTIONS USED.:.
' 1 FLORIDA BUILDING CODE EDITION WITH : X SUPPLEMENTS AND ASCE 7 - I Co
2. STRUCTURE DESIGNED AS : ENCLOSED : X PARTIALLY ENCLOSED: OPEN BUILDING :
3. RISK CATEGORY : I II X III IV EXPOSURE CATEGORY : R C X D
4. DESIGN WIND VELOCITY: 160 MPH 124 ASD N/A LRFD ENb ZONE WIDTH : 5'
5. MEAN ROOF HEIGHT: +/- 11=4" ROOF PITCH . 6112 PARAPET: NIA __- FT.
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. (cp, 10' M.RH )
ZONE 1: + 19.3 ZONE 2: + 19.3 ZONE 3: + 19.3 ZONE 4: + 33.6 ZONE 5: + 33.6 GARAGE: + 28.2
- 30.7 - 51.9 - 76.2 - 36-4 _ 44.9 - 31.5
7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD : 5 PSF ROOF / LIVE . 20 PSF BALCONY � NIA PSF
DOCK:. N7A PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING NIA PLF / CONCENTRATED
8. WERE SHEAR WALLS
ALL CONSIDERED FOR STRUCTURE :YES X NO (NOT APPLICABLE EXPLAIN WHY NOT)
9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOTAPPLICABLE EXPLAIN WHY NOT)
10. DESIGN SOIL BEARING PRESSURE: 2000 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: BOWDO/N G. HUTCHINSON, P.E. CERT. # & CC. CERT. AUTH. 70878
DESIGN FIRM: BENCHMARK ENGINEERING
DATE:
ADDRESS : 806 DELANAREAVE.FORT PIERCE FLORIDA
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
ST LUCIE COUNTY, FLORIDA
BUILDING & REGULATIONS DIVISION
PRODUCT REVIEW AFFIDAVIT
BUILDING PERMIT NUMBER: OWNERS NAME : PROPOSED SHOCKLEY RES. APPLICANT:
�
PRODUCT
OPENING
DESIGN PRESSURES
PRODUCT RATED
DESIGN PRESSURES
MANUFACTURER
...,r ..r,a PRODUCT
MODEL NUMBER APPROVAL NUMBER
GLASS TYPE METHOD OF ATTACHMENT
WINDOWS
SEE ELEVATIONS
+ / - 55.0
MI WINDOWS & DOORS
185 SH FL # 17499.1
IMPACT 3r16" x 1-114" MIN. EMBED TAPCONS
AT2"116"O.C.
WINDOWS
SEE ELEVATIONS
+50 / - 63.0
MI WINDOWS & DOORS 185 PW FL # 15349.5
IMPACT
3t1s• x 1-1/4"MIN. EMBED TAPCONS
Ar3•ts°O.c_
MULLIONS
N/A
N/A
N/A N/A N/A
N/A
N/A
-.. ._
BLOCK GLASS
..��.-.®.-...--N/A
N/A
NIA N
/A N/A
N/A
N/A
SKYLIGHTSFE
N/A N/A
N/A
N/A
N/A
N/A
_
N/A
SLIDING GLASS DOORS
SEE ELEVATIONS +/- 55.0
MI WINDOWS & DOORS
1201130/140 SGD
FL # 22401.3
IMPACT
(2 ROWS) 114" X 1-1/41' MIN. EMBED
TAPCONS AT 6' / 16' O.C.
SWING TYPE DOORS
SEE ELEVATIONS
+l- 67
THERMA-TRU
SMOOTH STAR FL # 20468.1
N/A
114" X 1-1/4'MIN, EMBED TAPCONS
AT 6" 114" O.C.
FRENCH DOORS
N/A
GARAGE DOORS
SEE ELEVATIONS
+ 55 / - 64
DAB 73W6 NOA # 7.�i •'(� ,
N/A
5116" X 1-(O MIN. EMBED LAG SCREWS
ONE PER. BRCCK _
HURRICANE PROTECTION
N/A
N/A
NIA N/A
N/H
N/A
N/A
ROOF VENTILATION -80.7 -180 TAMCO-COOL RIDGE CM-18531 FL#4103.1 N/A
FASTEN USING MIN. 0.125" SHANK DIA. MIN.
0.410" DIA. HEAD, MIN. 2.52" LONG
CORROSION RESISTANT ROOFING NAILS SPACED 24"
O.C. ON EITHER SIDE OF THE RIDGE SLOT ONTO SHEATHING.
ROOFING MATERIALS
194
OWENS CORNING
ARCH. ASPHALT SHINGLE
FL # 10674.1
N/A,
FASTENERS FORASPHALT SHINGLES SHALLBE GALVANIZED STEEL,
STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM
12 GAUGE (6.105INCH (3MM) SHANK WITH AMINIMUM 318INCH (1OMM)
DIAMETER HEAD, ASTM F 1667, OF LENGTH TO PENETRATE THROUGH
THE ROOFING MATERIALS AND MINIMUM 3141NCH (19MM) INTO
THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN314
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS
STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
ROUGH THE
SHEA(,�-INGFASTENERSSHALLCOMPLY
WITHASTM F1667
NAME: BOWDOIN G HUTCHINSON, P.E. SIGNATURE: ON PLAN
DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO. 70878 _ ®_
GENERAL NOTES
72)STRUCTURAL
NTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS
SITE, PLANS, SPECIFICATIONS, ECT.
FEATURES NOT DETAILED ON THESE PLANS WILL. BE ADDRESSED BY THE ENGINEER
AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAK' PRECEDENCE OVER SCALED DIMENSIONS.
4)ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) ?-O�oFBC 20ZC
�-)
RESIDENTIAL, FBC 90dOPL UMBING CODE, FBC YAZOMECHANICAL CODE, FBC ZOZiaENERGY
CONSERVATION, AND THE NEC (NFPA 70) Z ffiT EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION
AREA PER FRC 301.
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA B
CONSERVATION RESIDENTIAL,
ENERGY
2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES
SHALL BE WEATHERSTRIPPED AND INSULATED TO 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 ,ANAIR INFILTRATION RATE OF NO
MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.6 CFM PER
SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3.
51 CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN
ACCORDANCE WITH FBC 2,0ENERGY.CONSERVATION R401.3.
ELECTRICAL. NOTES
J..
1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH -rHE NEC (NFPA76/ ' V('f EDITION._,/
2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING Wl'r RES SHALL BE
HIGH-EFFACY LAMPS OR A 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 WI BATTERY BACK UP -ARC FAULT CIRCUIT
5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL
SMOKE DETECTORS IN THE RESIDENCE
B)PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOF:.ALL CIRCUITS SERVING: FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
•OOM, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS.
7)PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15
AND 20AMP 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' OFALL BEDROOMS.
9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
ADDITIONAL NOTES
J' INTERIOR TO BE'/V DRYWALL FINISH.
2)ALL INTERIOR GYPSUM BOARD TO BE MIN. W 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,
5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 518" LONG, 9/32" HEAD) SPACED AT 7"
O.C. FOR NAILS AND 12" O.C. FOR SCREWS.
y WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, F'113ER-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' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS
AND WALL PANELS IN SHOWER AREAS_ (PER FRC 7024.1 & FRC 702.4.2).
4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
5) WALL AND CEILING FINISHES SHALL HAVE AFLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200.
6)ALI- EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE ACRITICAL
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-CEILINGASSEMBLIES, ROOF -CEILING
ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME 6
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.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-''I(o
✓ /
2) SOIL BEARING CAPACITY:.,`
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 REINFORCING3 BARS:
FOOTINGS:3"BEAMS: 1'/i'SUSPENDED SLABS: 1'/2"
6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL
MINIMUM IN BEAMSAND COLUMNS.
7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSU�LTREAV-
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'3ETTER NAILS 6" O.C. EDGES, AND 6" O.C.
FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONGAND 0.131 DIA.
11) LINTELS SHALL HAVE A MINIMUM 4" BEARING.
12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM.
13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRE_LATH WITH 11 GA. 2" LONG NAILS WITH 3/8"
0 HEAD @ 6" D.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32"
CDX PLYWOOD WITH 10D NAILS TO STUDS Q 6" Q.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 13EARING MEMBER IS (2) OR MORE
PLIES UNLESS NOTED.
31
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PLAN SHEET
INDEX
COVER SHEET 1
SHEET 2
FLOOR PLAN
SHEET 3
ELEVATIONS
SHEET 4
ELECTRICAL
SHEET 5
1=OUNDATION
SHEET 6
5LOCK PLAN
� `SH�E+ET 7
H Y A i PLAN
SHEET 8
TRUSS PLAN
SHEET 9
DETAILS
SHEET 10
DETAILS
SHEET 11
SHEET 12
PLAN SHEET
INDEX
1
m
E3
I rl I fl
ti
:3
8'4!kAT CEILING N
V_
TER BEDROOM
:1 INSULATE WALL
1--�w/ �R-1 1 F�IGBATT
NON-BRG, WALL
8'4!kAT CEILING N
V_
TER BEDROOM
:1 INSULATE WALL
1--�w/ �R-1 1 F�IGBATT
NON-BRG, WALL
DRYER
VTvv
L4CATION
RVER
WASHER
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2868S
7
LOCATION
PLO OTECTION
Oil
9
0
W/ DRIP PAN
10
150 AMP
11V11
DRAIN LINE
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FPL METER E[M
ELECT.
PANEL
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0
UTILITY PAD
2" CURB
BEYOND WALL
00
2" CURB
A/C COND.
BEYOND W
9
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04
04
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KS U It: ,WALL w/ ik-11 FIG BA
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3 -6"
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GIRDER BY TRUSS CO.
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GARAGE
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8'-I'FLAT CEILING
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160701 OHGD
A; 91 RIA 0 1
AREA TABULATION
OCCUPIED A/C AREA:
1233.0 SQ. FT
GARAGE:
402.0 SQ. FT
FRONT ENTRY:
30.0 SQ. FT.
REAR PORCH:
0.0 SO. FT.
TOTAL FOOTPRINT:
1665.0 SQ. FT
561-01#
I
r— — — — — — — — — —
SLAB ONLY
16" FOOTER 9
6#-2"
3-11rSTEP
60681 TEMP. / SGD.— I
oral.
261411
71-11 '1 31-2" 9!-611 31-211
1' 131-311
O HB @
SH-23 t SH-25 I EG
10'-92/"
REF. DW
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KITCHEN
DINING
VAULTED CEILING
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WALL CABINETS
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ROD & SHELF
Sn
COUNTER
PANTRY
t:p
5068 BF
134-1,j
2�KJVEEE WALL I
T-10%2"
5'-6-
- — — — — — — — — —
— —
— — -
IJINLL
APEX OF VAULT
NON-BRG
St-I'FLAT CEILING
HEADER/CAMBER
'x
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GREAT ROOM
VAULTED CEILING
NON-BRG. WALL
101-011
FLOOR OUTLET REF.
T
FOYER
VAULTED CEILING
MAIN EGRESS DOOR
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3.-112'STEP
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�-I"FLAT CEJLINS
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PRECAST LINTEL
8"X 161,
BLK. COLUMN
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(PER DETAIL
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PAGE 9)
(2) SH-25 / COL.
STUCCO CEILING
5'.4-
INC) BATH
TUB ISHOWER
iV
16'.01' 3'-5W [1'-6Y2", 3'-4" 13--1
191.8" 6'-0' 301.4"
I ful2i ut
BEDROOM # 3
8'_1"FLAT CEILING 'T
21AY411
ROD & SHE!g
z CLOSETNI
5068 / BIFOLd
--7> �2-11%-
51-0. 51-10"
BEDROOM # 2 4f
8'-1* FLAT CEILING
101-101,
SH-251 EGRESSI COL.
I @ I
T-2" I. 4'-6-
PRE-ENGINEERED ROOF TRUSSES
@ 24-1 O.C. COVERED BY 19/32'
4 PLY CDX PLYWOOD
(SEE NAILING DETAIL)
HETA20 HURRICANE
ANCHORS EMBEDDED 4" INTO
BEAM FOR TRUSSES
,(PER CONN. SCHEDULE)
FIBERGLASS SHINGLE ROOF Vie
w0$30# ROOFING FELT
CONT.ALUMN. MTL DRIP-----,,
OVER (PT) I X 2
2" X 6" PRE -PRIMED
SPRUCE FASCIA
VENTED
STUCCO SOFFIT
(SEE DETAIL)
STUCCO FINISH
VERTICAL REBAR TIED TO DOWEL
& RUNNING INTO BEAM BLOCK
IN 3000 PSI CONC.
VERTICAL DOWELS
w/ 30" LAP SPLICE
FROM FOOTER
(SEE FOUNDATION PLAN)
FOR SIZE & SPACING
01-011 TOP OF SLAB
"m'
.1—R-30 INSULATION
- — - — - — - — - —
1/2' DRYWALL @ CEILING
(TYPICAL)
8" X 8" BEAM BLK.
W/ (1) # 5 BAR IN 3000 PSI
CONCRETE FILLED CELL
.8" PRECAST LINTELS
w
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W/ (1) # 5 BAR FOR ALL
0
DOORAND WINDOW OPENINGS
U-
& FILLED W1 3000 PSI CONCRETE
0
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1"X 2" P.T. FURRING STRIPS
co CO
@ 16" O.C. WITH FI-FOIL
z
-INSULATION
0
1/2" DRYWALL
(TYPICAL)
8" CONCRETE BLOCKS
WOOD BASE BOARDS
14" CONC. SLAB (MIN. 2500 PSI)
w/ 6 X 6 10/10 WWMI OR FIBERMESH
TYPICAL WALL SECTION
(CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION)
NO SCALE
SOFFIT DETAIL
NO SCALE
Z'X 6" PRIMED & PAINTED
RIS SPRUCE
B" x 22" SCREENED
VENTS AT 72" O.C.
'TUCCO OVER WIRE LATH
It 0 WITH3/8"WI I I ga. Z_ NAILS
HEAD DIA. AT 6" O.C. OVER
3/8- RIB LATH @ 6" O.C. WITH
(2 LAYERS OF 15 # FELT OVER
EACH FRAMING MEMBER)
REVISION
REVISION
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REG. # 70878
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SHEET
FLOOR PLAN PAGE
MODEL
ARUBA
DRAWN
MARK MONTALTO JR
DATE
08103/2020
SCALE
AS NOTED
SHEET NO.
02
OF 10 SHEETS
(�' FLOOR
I\ f FLOOR 1 is
PPMIT 1=1 F=voTlnN
OUAL-C . 11-F - I -V
SCALE: 114" = 1'-O"
1.9
) FINISH --O
III
OPENING I.D.
18' LINEAR FEET OF RIDGEVENT
18' LINEAR FEET OF RIDGEVENT
IMENSIONAL ROOF SHI
O
31 Z
OPENING'.D.
H
A
_ + I -_--i 5'4" TO RIDGE
BEARING HT. 8'-1"
rrFINISHED•ice i
BEARING HT 8'-1"
-0 FINISHED FLOOR 0'-0°_ -
CALCULATE ATTIC VENTILATION
CEILING = 1665 SQUARE FEET
16651300 = 5.55 REQUIRED VENTILATION
180.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 27.5 SQ. FT. 12
= 13.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
18.8 SQUARE FEET > 5.6 SQUARE FEET: SOFFIT VENTILATION OK
PROVIDE 8"X 22" SOFFIT VENTS A 72" ON CENTER
REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC
40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2
5.55 X 40% = 2.22 SO. FT. OF RIDGE VENT
5.55 X 50% = 2.775 SQ. FT. OF RIDGE VENT
RIDGE VENT
18 LINEAR FEET OF 2" VENT = 2.5 SQUARE FEET OF RIDGE VENT
PROVIDE 18 LF OF RIDGE VENT
ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE
DOORS, AND SIMILAR ENVELOPE ELEMENTS.
U
OPENING AREA
A INTERIOR ZONE
a END ZONE (NOTE #1)
IN SQUARE FEET
POSITIVE
----
NEGATIVE
POSITIVE
NEGATIVE
10
+33.6 PSF ..'
- -361.4 PSF
+33.6 PSF
-44.9 PSF
22
15
+33.5 PSF
-361.3 PSF
+33.5 PSF
-44.8 PSF
3
20
+33.4 PSF
-36.2 PSF
+33.4 PSF
-44.6 PSF
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-31.5 PSF
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SCALE: 114" = 1'-0"
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NOTE TO BUILDER:
ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION
OUTLETS PER NEC 210-12(b)
SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72
.yl PER NEC
ELECTRICAL LOADCALCULATIONS
AY Y
1233 SO. FT. ATVOLT-AMPERES
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WATER HEATER
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1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) ?014 EDITION.` §�
2) A MINIMUM OF 75% OF THE LAMPS INi PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH -EFTA Y AMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL CONTAIN ONLY HIGH-EF=FACY 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 BACKUP -ARC FAULT CIRCUIT
5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DFTECTOR ACTIVATES ALL
SMOKE DETECTORS IN THE RESIDENCE
6) PROVIDE BRANCH CIRCUITARC-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 AEC REQUIREMENTS.
7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15
AND 20ANIP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS„ ACCESORY BUILDINGS,
OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK.
8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 1V OF ALL BEDROOMS.
9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
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SCALE: 1l4' =1'-0'
# 5 CONTINUOUS
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# 5 REBAR WITH 30' MIN. LAP SPLICE
# 5 VERT. REBAR IN (3000 PSI) CONCRETE
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8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS
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ALL CELLS FILLED WITH (3000 PSI) CONCRETE
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MODEL
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MARK MONTALTO J
DATE
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SCALE
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SHEET NO.
05
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REVISION
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Hatch Legend
CONTRACTOR: PSL PROPERTIES
TRUSS NOTES:
1) ALL ROOF TRUSSES TOBE DESIGNED BYTRUSS COMPANY °S ENGINEER.
2) CONTRACTOR TO PROVIDE ENGINEER., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAItIJINGS BEFORE
OWNER: PROP. KELLEY RES.
TRUSS MFGR: BUILDERS FIRST SOURCE
INSTALLING TRUSSES.
3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY
4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND
DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES.
LAYOUT DATE,: 08 J 25 J 2020
�
CUT -SHEET DATE: 0$ J 25 J 2020
5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS
TRUSS
BEARING
TRUSS ACTUAL
CONNECTOR CONNECTOR FASTENERS
NOTES
ID
POINT
UPLIFT
ID UPLIFT DESIGN
(1) HETA 20 1810 (8) 16d
DO1
1 ST & 2ND
1379
GABLE ENDS
CONT°
267 # PLF
() PIETA 20 1810 () 1 Od X 1-1 /2"
SEE' GABLE END DETAIL"
? STFtAPAT EAENS? AAvD 48" O.C.
ALLEYS
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1 STRAPAT EACH EN A7 10 24"0.C.
ALL OTHERS
AT CBS EACH
<1800 #
(1) HETA 20 1810 () 1Od X 1-112"
AT CBS BEARING
BEARING
ALL OTH E RS
ATFRANIE
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<1000 #
(1) MTS 16 1000 (14)10d X 1-1/2"
AT FRAME BEARING
BEARING
FOR MISSED TRUSS CONNECTORS AT
BLOCK WALLS WITH 1175 # UPLIFT OR
LESS, PROVIDE "SIMPSON" HTSM WITH
(4) 1/4" X 1-3/4" TITEN, AND (1 O) 10d.
FOR MISSED TRUSS CONNECTORS
FOR TRUSSES WITH 1175 # UPLIFT
OR MORE, CONSULT ENGINEER FOR
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SOFFIT PER DETAIL
81, BEAM BLOCK
W1 (1)# 5 BAR IN 3000 PSI
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CONCIRETE
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FROM FOOTER
TAPCONS AT 12 O.C.
# 5 BAR VER1. IN (3000 PSI) CONC.
3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3"
TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN)
FILLED CELL.,
(LOCAl -IONS PER FOUNDATION PLAN)
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NOTE - SEE TYPICAL WALL SECTION FOR MORE INFORMAT-ION
C 4" TOP PLATE OR 1-1/2" X 3-5/8"
TAL RUNNER
(4- WOOD FRAMING @ 24" O.C.
1-1 /2" X 3-5/8" METAL STUDS
(3) 16d NAILS (TYPICAL)
DRYWALL BOTH SIDES
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(4n BOTTOM PLAT OR 1-1/2" X 3-5/8' METAL
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TYPICAL INTERIOR NON -BEARING WALL DETAIL
NO SCALE
(7-YPICAL GENERIC ROOF PLAN -PLAN VIEW) A=5FEET
ZONE (j) NAILS AT4" O.C. PERIMETER AND 6" O.C. FIELD
ZONE NAILS AT +'O.C. PERIMETER AND 63" O.C. FIELD
ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD
'---'NOTE
ROOF SHEATHING SHALL BE 19/32" THICK CDX
PLYWOOD ROOF SHEATHING FASTENED TO
ROOF FRAMING WITH 8d RING -SHANK NAILS
(PER FRC803.2.3. 1) SPACED PER ZONE
DESIGNATIONS AS SHOWN ABOVE.
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CDX PLYWOOD WITH 'I Od NAILS TO STUDS @ 61f O.C.
CEILING PER PLAN PERIMETER AND FIELD.
GABLE END TRUSS
COMMON NAILS
SPRUCE OR BETTER LAT-ERAL BRACE
Cc), 6'O.C. FASTENED TO TOP OF BOTTOM
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4 TRUSS BACK H ETA 20 AT 48" O.C. WITH (9j
NAILS EMBED STRAPIN BEAM 4"
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" J " BOLT OR 1/2" X 5-1/2" WEDGE
ANCHOR AT 24" O.C. WITH 2" X 2"
X 1/8" WASHERS WTI=*
PROVIDE RAKE BEAM @ VAIJLTED GAB F#tSM_ OPY
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GABLE END DETAIL
NO SCALE
REVILION
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REG. # 70878
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DETAILS PAGE
MODEL
ARUBA
NONE=
DATE
09/04/2020
SCALE
AS NOTED
SHEET NO.
09
OF 10 SHEETS
CMU We
(SEE Wl
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FILLED CELLAT JAMB BLOCK
(TYPICAL)
s � (c�iy151*4 WINIa0Li11144
SEE WATER PROOFING NOTE # 6
ANCHOR 1"X 4" P.T. (MIN.) BUCK WITH SEALANT
PER WATERPROOFING NOTE # 4, AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED COIL
NAILSAT 12" O.C. MAX.
ANCHOR WINDOW FRAME TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
WINDOW ► DR AND JAMBS TYPICAL DETAIL
NO SCALE
TAPCONS TO BE INSTALLED THRU BUCK INTO
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- !a.I i!1 PER
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BUCKS COVER ENTIRE DEPTH -.. JAMBS.
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/4"
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7-5/8"
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 2
WINDOW AND DOOR FENESTRikTIONS, IN ACCORDANCE
WITH FBC 4 AS DETAILS .PROVIDED
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SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL)
FILLED CELL AT JAMB BLOCK (TYPICAL)
1" X 3" P.T WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
1" X P. T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED
COIL NAILS @ 12" O.C. MAX
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB AND HEADER TO 'l x BUCKS IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCTAPPROVAL INSTAL-LATION REQUIREMENTS.
DETAIL -
NO SCALE
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 4
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
EXTERIOR DO.. BUCK DETAIL
NO SCALE
NOTE:
TAPCONS TO BE INSTALLED THRU BUCK INTO
PRODUCTAPPROVAL
ODa>A ! !a i s 4
BUCKS COVER ENTIRE DEPTH JAMBS.
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER
WATERPROOFING NOTE # 6
MARBLE SILL
FILLED CELL AT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
2" X P. I WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4"
EMBED. 3" FROM EDGES 81 12" O.C. MAX.
BUCK
i. RIPPED
DOWN y ; ! 3116"TAPCONS
FASTENERS AS REQUIRED BY WINDOW MANUFACTURER
CORROSION RESISTANT FLASHING PER WATERPROOFING
(NOTE # 2)
CAULK SEAM AT WINDOW INSTALLTION
(SEE WATERPROOFING NOTE # 5)
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
SET SILL IN FULL. MORTAR BED
STUCCO Cy R DECORATIVE CEMENTITIOUS COATING
8" C.M.U.
3/4" FURRING TO MASONRY WALL
1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO
SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT
COATING SHALL BE APPLIED IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDATIONS. THE APPLICATION
OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS,
HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS
SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4AAAMA-714
2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY.
3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK
AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK, COMPLETELY SEAL THE
ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE
CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED
WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT.
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