HomeMy WebLinkAboutBuilding PlansCONSTRUCTION BY
PORT ST LUCIE PROPERTIES
201 SW PSL BLVD, UNIT 103
PORT ST LUCIE, FLORIDA, 34954
MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089
WWW. PORTSTL UCIECUSTOMPROPERTIES. COM
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
PROJECT NAME: PROPOSED LOGSDON RES.
OCCUPANCYTYPE: R
STREETADDRESS : TBD JAY GARDENS LANE., FORT PIERCE FL 3494
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: X SUPPLEMENTS AND ASCE 7 -10
2. STRUCTURE DESIGNED AS : ENCLOSED : X PARTIALLY ENCLOSED: OPEN BUILDING:
3. RISK CATEGORY : I� 11 X III _ IV EXPOSURE CATEGORY: B _ C X D
4. DESIGN WIND VELOCITY: 160 MPH 124 ASD N/A LRFD END ZONE WIDTH: 5'
5. MEAN ROOF HEIGHT: +A 11=4" ROOF PITCH : 6112 PARAPET: 7V7A FT.
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT .@ 10'MRH)
ZONE II: + 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 • N/A PSF
DOCK: N/A PSF DECK : N/A PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING • VA PLF / CONCENTRATED
8. WERE SHEAR WALLS 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-# & CO. CERT. AUTH. 70878
DESIGN FIRM: BENCHMARK ENGINEERING
DATE:
ADDRESS: 806 DELANAREAVE.FORT PIERCE FLORIDA
PROPOSED LOGSDON RESIDENCE
TBD JAY GARDENS LANE. FT. PIERCE, FL. 34945
PLANS AND ENGINEERING BY
BENCHMARK ENGINEERING
mum
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS ) Z & Well #51- G3vo
Date: i
Revie
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ST LUCIE COUNTY, FLORIDA
PLANNING 81 DEVELOPMENT SERVICES DEPARTMENT
BUILDING & REGULATIONS DIVISION
PRODUCIT REVIEWAFFIDAVIT
BUILDING PERMIT NUMBER: OWNERS NAME: PROPOSED LOGSDON REDS.
APPLICANT:
PRODUCT
OPENING
DESIGN PRESSURES
PRODUCT RATED
DESIGN PRESSURES
MANUFACTURER
MODEL NUMBER
PRODUCT
APPROVAL NUMBER
GLASS TYPE
METHOD OFATTACHMENT
WINDOWS
SEE ELEVATIONS
+ /- 55.0
MI WINDOWS & DOORS
185 SH
FL # 17499.1
IMPACT
3/16'X 1.1/4' MIN. EMBED TAPCQNS
AT 2" / 16" O.C.
MULLIONS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
BLOCK GLASS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SKYLIGHTS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SLIDING GLASS DOORS
SEE ELEVATIONS
+/- 55.0
MI WINDOWS & DOORS 120/130/140 SGD
FL # 22401.3
IMPACT
(2 ROWS) 1WX 1-1/4" MIN. EMBED
TAPCONS AT 6' / 16" O.C.
SWING TYPE DOORS
SEE ELEVATIONS
+ 50.0
THERMA-TRU SMOOTH STAR
FL # 20468.1
NIA
1/4" X 1-1/4" MIN. EMBED TAPCONS
AT 6" / 14" O.C.
FRENCH DOORS
N/A
GARAGE DOORS
SEE ELEVATIONS
+ 55 / - 64
DAB
73W6
NOA # 18-0301.07
N/A
6/16' X 13/8' MIN. EMBED LAG SCREWS
ONE PER BRACKET)
HURRICANE PROTECTION
N/A
N/A
N/A
N/A
N/A
NIA
NIA
ROOF VENTILATION
-51.9 1
-180
TAMCO
COOL RIDGE
FL # 4103.1
N/A
FASTEN USING MIN. 0.125' SHANK DUl 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.
MATERIALS
VULT=160MPH
VOLT=194MPH
OWENS CORNING
ARCH. ASPHALT SHINGLE
FL#10674.1T
NIA
FASTROOFING
STAINLESS TENERS FL,ALLUMIINUMORASPHALT LCOPPERROOFES SHALL BE NGYNAILS,MINMUANIZED M
12 GAUGE (0.105INCH (3MM) SHANK WITH AMINIMUM 3/8 INCH (10MM)
DIAMETER HEAD, ASTM F 1667, OFALENGTH TO PENETRATE THROUGH
THE ROOFING MATERVIL3 ANDA MINIMUM 3t41NCH (19MM) INTO
CHROOSHEATHING.)WHERK. THE E THE ROOFSHEATHING ISLESS THAN31
SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667 (6) PER SHINGLE.
I HAVE REVIEWED THEABOVE COMPONENTSAND CLADDING, AND HAVE APPROVED THEIR USE IN THIS
STRUCTURE TO PROVIDEADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
NAME: BOWDOIN G HUTCHINSON, P.E. SIGNATURE: ON PLAN
DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO. 70878
GENERAL NOTES
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFYALL 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 FRC 301.
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY
CONSERVATION RESIDENTIAL.
2)ATTICACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES
SHALL BE WEATHERSTRIPPED AND INSULATED TO A 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 FTAND MUST BE TESTED LISTEDAND LABELED IN ACCORDANCE WITH R402.4.3.
5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN
ACCORDANCE WITH FBC 2017 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 DETECTORACTIVATES 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 OFANY 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 KESISTANT RECPTICLES PER NEC REQUIREMENTS.
ADDITIONAL NOTES
1) INTERIOR TO BE W DRYWALL FINISH.
2)ALL INTERIOR GYPSUM BOARD TO BE MIN.'R' 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 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' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS
AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
4) WALL AND 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)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. -'1 00
7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO �i
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 a `
OF FRG, ANDADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO � E Y
ASTM C 557
8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR CODE
i �
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF-CEILINST, L6.1
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. _
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-1 0.
2) SOIL BEARING CAPACITY. 2500 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 2
4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STR . 8 bAl
SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: WBEAMS: 1 WSUSPENDED SLABS: 1 'h"
6) LAPALL REINFORCING STEELAMINIMUM OF 48 BAR DIAMETERS EXCEPTAS 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 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 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. PERIMETERAND 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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SHEET 2
FLOOR PLAN
SHEET 3
ELEVATIONS
SHEET 4
ELECTRICAL
SHEET 5
FOUNDATION
SHEET 6
BLOCK PLAN
SHEET 7
I-'IVAC PLAN
SHEET 8
TRUSS PLAN
SHEET 9
DETAILS
SHEET 10
DETAILS
SHEET 11
SHEET 12
PLAN SHEET
INDEX
CALCULATE ATTIC VENTILATION
CEILING= 1817 SQUARE FEET
1817 / 300 = 6.0567 REQUIRED VENTILATION
200.0 LINEAR FEET OF 6' X 22" VENTS.@ 72- O.C. = 30.5556 SQ. FT 12
= 15.3 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
15.3 SQUARE FEET > 6.1 SQUARE FEET: SOFFIT VENTILATION OK
PROVIDE 6"X 22" SOFFIT VENTS @ 72' ON CENTER
REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC
40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2
6.057 X 40% = 2.423 SO. FT OF RIDGE VENT
6.057 X 50% = 3.028 SQ. FT OF RIDGE VENT
RIDGE VENT
N 20 LINEAR FEET OF COOL RIDGE VENT (18 SO. IN. / FT.)
DGE VENT
l2" 112 I I OPENING I.D. I I I III - I I II PROVIDE 9F FI OF RIDGE VENT
# I I I �► ►III
ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE
DOORS, AND SIMILAR ENVELOPE ELEMENTS.
U
OPENINGAREA
0 INTERIORZONE
Q END ZONE (NOTE #1)
IN SQUARE FEET
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
t
10
+33.6 PSF
-36.4 PSF
+33.6 PSF
-44.9 PSF
Q2
15
+33.5 PSF
-36.3 PSF
+33.5 PSF
-44.8 PSF
Qs
20
+33A PSF
-36.2 PSF
+33.4 PSF
-44.6 PSF
4
25
+33.3 PSF
-36.1 PSF
+33.3 PSF
-44.4 PSF
5
30
+33.2 PSF
-36.1 PSF
+33.2 PSF
-44.2 PSF
s
35
+33.1 PSF
-36.0 PSF
+33.1 PSF
-44.1 PSF
0
16 X 7 OHD
+28.2 PSF
-31.5 PSF
1. DESIGN PRESSURES PERASCE 7-10
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SCALE: 1 /4" = 1'-0"
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REVISION
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ELEVATIONS PAGE
MODEL
ARUBA CUST.
DRAWN
MARK MONTALTO JR
DATE
04/09/2020
SCALE
AS NOTED
SHEET NO.
03
OF 10 SHEETS
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ELECTRICAL LOAD CALCULATIONS PER NEC
1
1271 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING)
3813 VA
2
(2) 20 AMP APPLIANCE CIRCUITS
3000
3
LAUNDRY CIRCUIT
1500
4
DRYER
5000
5
RANGE
12000
6
WATER HEATER
4500
7
DISHWASHER
1200
8
REFRIGERATOR
1200
9
IRRIGATION PUMP OPTION
1800
10
MISC.
5000
TOTAL:
39013 VA
FIRST 10 KW @ 100%
REMAINDER Cad 40%
TOTAL:
A/E�HI&F4 �
TOTAL:
31605.2 = 131.68AMPS USE 150AMPSERVICE.
240
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11605.2
21605.2
2i�000.:�
31605.2 VA
ELECTRICAL SYMBOL LEGEND
SWITCH
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SWAY SWITCH
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SD/CO DETECTOR
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DIMMER SWITCH
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DOOR CHIMES
POM9
PUSH BUTTON
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ALARM PAD
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WPIGFI
SERVICE PANEL
110V OUTLET
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220V OUTLET
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RECESSED LIGHT
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RECESSED LIGHT
TV OUTLET
FLOOD LIGHT
FLOOR OUTLET
G9,cE.
FAN LIGHT
SCONCE PREWIRE
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 NFPA72
REVISION
REVISION
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SHEET
ELECTRICAL PAGE
MODEL
ARUBA CUST.
DRAWN
MARK MONTALTO JR
DATE
08/03/2020
SCALE
AS NOTED
SHEET NO.
04
OF 10 SHEETS
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MASONRY
BOTTOM
WALL
LINTEL
LINTEL
SAFE
APPLIED
SAFE
APPLIED
CODE
OPENING TYPE
OPENING
OFBEAM
HEIGHT
LENGTH
COMPOSITE
GRAVITY
GRAVITY
UPLIFT
UPLIFT
BEAM
LOAD
LOAD
LOAD
LOAD
16070 OHG DOOR
192" X 84"
"1,
8'-1"
17'-4"
8F17-1 B/l T
950
250
404
250
3068
41-1/2" X 83
W.,
V-1"
4W (R)
8RF14-1B/1T
5206
500
2525
250
OUT SWING DOOR
3O
(2)SH-25
75"X63"
81.1
8'-1"
7'-6"
8F16-10/1T
2661
550
1634
250
40
SH-25
38"X63'
8111
81-1"
4'-6"
BF16-18/1T
6113
1050
2724
600
�5
SH-25
38"X63"
811,
B.A.
4'6"
8F16-1B/lT
6113
1050
2724
600
SH-23
38" X 38-1/4"
81"
8'-11,
4'-0'
8F16-1B/1T
6113
550
2724
250
t'J
SLIDING G6LASS DOOR
74" X 79"
7V'
8'-1"
7'-6" (R)
8RF14-1B/1T
2459
500
1462
250
®;
SH-25
78"X99"
81"
81-1"
4'-6"
8F16-113/1T
6113
1000
2724
550
9
SH-H32
27-1/2"X23"
81"
8'-1"
3'-6"
8F16-1BMT
6113
250
3547
250 11
1Q
OPENING AT COVERED ENTRY
81"
81-1"
6W '.
8F16-1B11T
3480
250
1880
250
TOP OF BEAM
11
OPENING AT COVERED ENTRY
81"
8' 111
5'11"
8F16-1B/1T
5365
250
2290
250
TOP OF BEAM
12
OPENING AT COVERED PORCH
8111
81-11,
7'-6"
8F16-16/1T
2661
450
1634
200
TOP OF BEAM
13
OPENING AT COVERED PORCH
811,
'-lw
14'-0"
8F16-18/1T
1002
300
559
250
ro B
14
OPENING AT COVERED PORCH
81"
61_
T-611
t8f`16-1131/`IT
2661
450
1634
200
TOP OF BEAM
LE EQp j
REVISION
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REVISION
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BLOCK & LINTEL PAGE
MODEL
ARUBA CUST.
DRAWN
MARK MONTALTO JR
DATE
08/04/2020
SCALE
AS NOTED
t SHEET NO.
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INS
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8'-1" CLNG
NOTE:
I
D01
x
D02
D02
LO
D02
D03
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 (10) 10d.
FOR MISSED TRUSS CONNECTORS
FOR TRUSSES WITH 1175 # UPLIFT
OR MORE, CONSULT ENGINEER FOR
ADDITIONAL TRUSS CONNECTOR OPTIONS
Hatch Legend
TRUSS END DETAIL
TRUSS END DETAIL
12
6
PLUMB CUT OVERHANG
"16"
HEEL HEIGHT
ST 5RG.
TRUSS CONNECTOR SCHEDULE
TRUSS NOTES:
1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY'S ENGINEER. _ `x„
2) CONTRACTOR TO PROVIDE PAUL WELCH INC. , AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAW " ` i
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.
5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS
CONTRACTOR: PSL PROPERTIES
OWNER: LOGSDON RESIDENCE
TRUSS MFGR: BUILDERS FIRST SOURCE
LAYOUT DATE: 04 / 29 / 2020
CUT -SHEET DATE: 07 / 24 / 2020
TRUSS
ID
BEARING
POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR
ID
CONNECTOR
UPLIFT DESIGN
FASTENERS
NOTES
D01
1ST, 2ND
1053
(1) HETA20
1810
(8) 16d
mralgiroWED FOR
GABLES
CONT.
100 # PLF
(
HETA 20
1810
(9) 10d X 1-1/2"
�;
1 STRAP AT EACH END AND 48"
O.C.
VALLEYS
CONT.
100 # PLF
() MTS 16
1000
(14) 10d X 1-1/2"
T
1 STRAP AT EACH END AND 24" O.C.
ALL OTHERS
AT CBS
BEARING
EACH
<1800 #
(1) HETA20
1810
(9) 10d X 1-1/211
AT CBS BEARING
0) VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO
SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS
STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX.
USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.)
REVISION
REVISION
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SHEET
TRUSS LAYOUT PAGE
MODEL
ARUBA COST.
DRAWN
MARK MONTALTO JR
DATE
08/04/2020
SCALE
AS NOTED
SHEET NO.
08
OF 10 SHEETS
O O %
O O
O
N HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL)
O
a Z 1/2" X 5 1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER
LU 8'-1" FROM
(TYPICAL) FINISHED FLOOR
D-
0
W 4
O N
p 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL)
r . EXTERIOR CEILING TO BE -
STUCCO OVER WIRELATH
w/ 11 GA. 2" NAILS w/ 3/8" DIA.
4 HEAD @ 6" O.C. OVER
N GARAGE FINISH FLOOR 3/8" METAL RIB LATH @ 6"
= O.C.w/(2LAYERS OF15#�
FELT OVER EACH
FRAMING MEMBER)
GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE
(16-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS)
'�: JAMBS ��B- ®i��- �s�Rk�w�3/S��Sq-1<i�--•-�--�- ".'.. - _ ,
EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL)
2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3"
TAPCONS AT 12" O.C.
3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3"
TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN)
BATT INSULATION TRUSS BOTTOM CHORD
F
1/2" DRYWALL CEILING
2" X 4" TOP PLATE OR 1-1/2" X 3-5/8"
METAL RUNNER
2" X 4" WOOD FRAMING @ 24" O.C.
OR 1-1/2" X 3-5/8" METAL STUDS
1/2" DRYWALL BOTH SIDES
(TYPICAL ALL WALLS INCLUDING GARAGE)
2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL
RUNNER wl TAPCONS OR CUT NAILS @
2'-0" O.C. (10d NAILS FOR WOOD FLOOR)
EXISTING FLOOR
TYPICAL INTERIOR NON -BEARING WALL DETAIL
NO SCALE
�RIDGE�
�C
aE 5
0
z
w
42 a
EAVE
(TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET
ROOF SHEATHING ATTACHMENT REQUIREMENTS
ZONE 1Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE (5) 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.
ROOF SHEATHING NAILING ZONE
12
�6
2XPT
BLOCKING
@ COLUMN
PRE-ENGINEERED WOOD TRUSSES
STRAP PER SCH.
SOFFIT PER DETAIL
1 . 8" X 8" BEAM BLOCK CONT.
W/ (1) # 5 BAR IN 3000 PSI
CONCRETE FILLED CELL.
8" PRECAST LINTELS
W/ (1) # 5 BAR FOR
OPENINGS & FILLED
W/ 3000 PSI CONCRETE
8" X 16" CMU COLUMN 16" X 16" X 8" CMU COLUMN
STUCCO FINISH w/ (2) # 5 BARS VERT. w/ OR w/ (3) # 5 BARS VERT. w/
(3000 PSI) (3000 PSI) CONC.
CONC. FILLED CELLS.
,�w:,n. :.w"m�.mra..e...,rc*.. vA•..r a'Wow W. 0_ ,.... wdr."�'.�m�."s.sa:-.,,�^.�:=v'w4"+"..=r&:M.,:. ,..-v3�':�'•�'=;-+&'
STUCCO FINISH
# 5 DOWEL w/ 30"
1 MIN. LAP SPLICE
VERTICAL DOWELS
FROM FOOTER
# 5 BAR VERT. IN (3000 PSI) CONC.
FILLED CELL.
(LOCATIONS PER FOUNDATION PLAN)
FOOTING PER PLAN
ENTRY & PORCH COLUMN DETAIL NO SCALE
NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION
19/32" ROOF SHEATHING
ROOFING UNDERLAYMENT PER PLAN
(3) 16d NAILS (TYPICAL)
2"X4" "X" BRACING @RIDGE AND 6' O.C.
EACH SIDE OF RIDGE
2"X WOOD FASCIA
W/ ALUM. DRIP EDGE
SOFFIT (SEE DETAIL)
2" X 4" LADDER FRAMING @ 12" O.C.
112" STUCCO EXPANSION JOINT ov
STUCCO OVER WIRELATH WITH 11 GxMor G4AIL'3
WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS
OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32"
CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C.
PERIMETER AND FIELD.
CEILING PER PLAN
GABLE END TRUSS
2"X4" SPRUCE OR BETTER LATERAL BRACE 16d COMMON NAILS @ 12" O.C.
@ 6' O.C. FASTENED TO TOP OF BOTTOM
CHORD OF TRUSSES WITH (2)16d NAILS
EACH, AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON"
4 TRUSS BACK HETA 20 AT 48" O.C. WITH (9)10d X 1-1/2"
NAILS EMBED STRAP IN BEAM 4"
P.T. 2" X 8" CONTINUOUS WITH 1/2"
" J " BOLT OR 1/2" X 5-1/2" WEDGE
ANCHOR AT 24" O.C. WITH 2" X 2"t>V11�3
X 1/8" WASHERS
NOTE tod A. WAN
PROVIDE RAKE BEAM @ VAULTED GABLE END,1014T
0009
GABLE END DETAIL 1�4
TRUSS VERTICAL WEB
NO SCALE
REINFORCE EACH VERTICAL
MEMBER OF GABLE END TRUSS
WITH 2" X 4" T-BRACE WITH
16d NAILS AT 8 INCHES O.C.
REVISION
REVISION
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REG. # 70878
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SHEET
DETAILS PAGE
MODEL
ARUBA CUST.
DRAWN
MARK MONTALTO JR
DATE
08/04/2020
SCALE
AS NOTED
SHEET NO.
09
OF 10 SHEETS
1
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING FILLED CELLAT JAMB BLOCK
(SEE WATER PROOFING NOTE # 1) (TYPICAL)
c- .a -
CORROSION RESISTANT FLASHING ° c
PER WATERPROOFING NOTE # 4 °
a 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS.
a c
a -
APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE # 6
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
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
NOTE: NAILSAT 12" O.C. MAX.
WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN
SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S
THE FRAME OVERHANG THE BUCK PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL
NO SCALE
_ NOTE
TAPCONS TO BE INSTALLED THRU BUCK INTO
MASONRYw/MIN. 1-1/4" EMBEDMENT PER
PRODUCTAPPROVAL PER FBC 1715.5.4.3
BUCKS MUST COVER ENTIRE DEPTH OF JAMBS.
1/8"
4-1/2
314"
N 3/8"
c5 1-3/8"
7-5/8"
NOTE:
WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE
WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED
NOTE :
PRECAST CONCRETE WIND RESISTANT FLUSH
SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL)
PRECAST CONCRETE WINDOW SILL DETAIL
NO SCALE
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
SLIDING G
FILLED CELL AT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
1" X R 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
-19:1A;JOilo]9I0 [H.Is) 1*1,,
ANCHOR DOORJAMB AND HEADER TO 1 x BUCKS IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
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)
FILLED CELL AT JAMB BLOCK (TYPICAL)
1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
2" X P. T. 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 & 12" O.C. MAX.
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
EXTERIOR DOOR BUCK DETAIL
NO SCALE
_ NOTE
.. NEfT _ 6" P.T. RIPPED X "
TAPCONS TO BE INSTALLED THRU BUCK INTO DOWN TO 2 X BUCK 2 P.T. w/ 3/16" TAPCONS
PRODUCTAPPROVAL PER FBC 1715.5.4.3.
MASONRY w/ MIN. EMBEDMENT PER 1-1/4" MIN. EMB. 4 /12" O.C. w/ # 10 SCREWS, PER
PBUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCTAPPROVAL.
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER
WATERPROOFING NOTE # 6
MARBLE SILL
MORTAR OR GROUT
1/2" DRYWALL
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 OR DECORATIVE CEMENTITIOUS COATING
8" C.M.U.
3/4" FURRING TO MASONRY WALL
WATERPROOFING NOTES:
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 THE MANUFACTURE'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 ALIQUID APPLIED WATER RESISTIVE COATING / SEALANT.
4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR
SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER
FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING
SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED)
5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT
AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION.
6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL)
AND THE WINDOW I DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER.
FILE COPY
REVISION
REVISION
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SHEET
DETAILS PAGE
MODEL
ARUBA COST.
DRAWN
MARK MONTALTO JR
DATE
08/04/2020
SCALE
AS NOTED
SHEET NO.
10
OF 10 SHEETS