HomeMy WebLinkAboutBUILDING PLANJ. PAUL MAHFOOD RESIDENCE
ST. LUCIE COUNTY, FL
PROPOSED RESIDENCE:
CUSTOM HOME
7832 SADDLEBROOK DR.
PORT ST LUCIE, FL 34986
SABAL CREEK - PHASE I - LOT 9
BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA
p._
PRODUCT
BUILDING DESIGN
PRODUCT DESIGN
NANUFACTURER
MODEL
PRODUCT
GLASS
ATTACHMENT METHOD
PRESSURES (PSF)
PRESSURES (PSF)
NUMBER
APPROVAL NO.
DESCRIPTION
TYPE, SIZE, SPACING & EMBEDMENT
WINDOWS
SEE
185 SH
FL#
We X i-Ya' MIN. EMBED. TAPCONS
ELEVATIONS
+/-55.0
MI
IMPACT
17499.1
AT 2"/16" O.C.
SEE
FL#
Y+" X 1-Y4" MIN. EMBED. TAPCONS
MULLIONS
ELEVATIONS
+/-54.0
MI
GM 18532
N/A
15353.9
(4 PER CLIP)
SEE
+/-55.0
185 PM
FL#
-X6" X 1-Y4" MIN. EMBED. TAPCON AT
FIXED GLASS
ELEVATIONS
MI
IMPACT
15349.5
3"/12°' O.C.
SEE
FL#
Y4" X 1-Y4" MIN. EMBED. TAPCONS
SWING DOORS
ELEVATIONS
+/-67.0
THERMA-TRU
SMOOTH STAR
N/A
20468.4
AT 6"/14.5°' O.C.
SEg
FL#
Y4" X 1-Y4" MIN. EMBED. TAPCONS
SWING TYPE DOORS
ELEVATIONS
+ 50.0
/-
THERMA-TRU
SMOOTH STAR
IMPACT
20468.10
AT 3"/14.5°' O.C.
SEE
FL#
X" X 1-Y4" MIN. EMBED. TAPCONS
FRENCH DOORS
ELEVATIONS
+/-50.0
THERMA-TRU
SMOOTH STAR
IMPACT
20468.11
AT 3"/14.5" O.C.
SEE
+36.0
DAB
824/811
NOA#
N/A
We"X 1-%" MIN. EMBED. LAG SCREWS
GARAGE DOORS 16'
ELEVATIONS
-44.0
17-1018.12
AT 12' O.C.
see
+50.0
824/811
NOA#
N/A
We" X 1-%" MIN. EMBED. LAG SCREWS
GARAGE DOORS 8'
ELEVATIONS
-60.0
DAB
17-1018.13
AT 12" O.C.
GALENA
FL#
ROOFING MATERIAL
-83.7
-185
ENTEGRA
SPANISH
N/A
PER ROOF ASSEMBLY ON PLAN
S"
7804.2
1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS.
W 2. MAIN EGRESS DOOR MUST BE IMPACT RESISTANT.
h 3. ALL GLASS SHALL HAVE A U-FACTOR LESS THAN OR EQUAL TO 0.40 ABD SHGC LESS OR EQUAL TO 0.25.
0 4. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FEMMA/AMA 200-9. CONTRACTOR SHALL SUBMIT
z FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL.
I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT.
NAME: PAUL WELCH P.E. CERTIFICATE NUMBER: 29945
STRUCTURAL NOTES
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 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: 3" BEAMS: 1 %" SUSPENDED SLABS: 1 Y2"
6. LAP ALL REINFORCING STEEL A 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.
B. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS
NOT PERMITTED.
9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES.
10. LINTELS SHALL HAVE A MINIMUM 4" BEARING,
11. PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM.
12. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER
WIRELATH W/ 11GA. 2" NAILS W/ 3/8" 0 HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH 0 6" O.C.
W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER).
13. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0
HEAD 0 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX
PLYWOOD WITH 10D NAILS TO STUDS 0 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.
WALL FINISH/INSULLATION NOTES
1. INTERIOR TO BE t/i" DRYWALL FINISH.
2. ALL INTERIOR GYPSUM BOARD TO BE MIN. X" THICK WITH (13 GAGE, 1 3/8" LONG,
19/64" HEAD; 0,098" DIAMETER, 1 9" LONG, ANNULAR -RINGED; 50 COOLER NAIL,
0.086" DIAMETER, 1 5/8" LONG, 15/64" 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' 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 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.
Planning & Development Services Department
Building & Code Regulations Division
WNW 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
1
Certification for Delal&n Load Compliance
Project Name: MAHFOOD RESIDENCE
Project Address: 7832SADDLEBROOK DR.
Permit lh Occupancy Type: R Construction Type: V
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:
o New Residences (single or multifamily)
a Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
• Note: Form not required for Interior renovations provided that no exterior structural elamems are affected and
certain minor building Permits at the discretion of the local building official. Contact the# above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that aoolvl
1. DESIGN CODE: Florida euiltline Code 2017 Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as lcheck one): %Enclosed _Partially Enclosed _Open
3. Risk Category: _I X It III_ V Exposure Category: _ B X C D
4. Design Wind Velocity 160 mph 124 ASD N/ALRFD Eml Zone Width: S it
S. Mean Roof Height: 20 It Roof Pitch: s 12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings):
Y0.5 20.5 20.5 35.5 35.5 33.7
Zone 1: Zone 2: Zone 3: Zone 4: Zone S: Garage:
-32_5 -56.6 -83.7 -38.5 -07.6 -43.9
7. Design Loads: Floor: 40 PSF Roof/Dead: 10 PSF Roof/Live: ZO Balcony:, N/A PSF
Dock: N/A PSF Deck: N/A PSF Stain: N/A PSF Fence: N/A PSF Railings: N/A PLF/CONCENTRATED
B. Were Shear Walls Considered For Structure? 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 prMsure; ZS00 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 currelniy, 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:
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cart Auth.
Paul Welch Inc.
1984 S.W. Biitmore St. Suite #114 Port St. Lucie, FL
ON PLAN 1/17/2018
Signature, Date, and Seal'
SLCCDV Form If 020.12 Rev1s@0 3115/12 (IS)
Company Name & Address
GENERAL NOTES
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 FRC 301.
6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017
FOR EXISTING BUILDINGS.
PLUMBING NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING
2. DWV PIPING SHALL BE SCHEDULE 40 PVC.
3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER,
CPVC, OR PEX.
4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG.
5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE
APPLIED TO PIPING LARGER THAN 'W' NOMINAL DIAMETER, PIPING FROM WATER
HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE,
PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED
UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN
RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET.
6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY
CONSERVATION.
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 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 W/ BATTERY BACK UP - ARC FAULT CIRCUIT.
5. SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL
EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY.
6. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR
ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE.
7. PROVIDE BRANCH CIRCUIT ARC -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.
8, 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.
9. CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS.
10. EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
11. PROVIDE TAMPER RESISTANT RECPTICLES PER NEC (REQUIREMENTS.
12. TIE ELECTRICAL INTO EXIS11NO ELECTRICAL SERVICE.
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 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 LIMIT AIR LEAKAGE
IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4.
4. THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH
R402.4.1.2
5. 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.
6. CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN
ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3.
GARAGES FLOOR SURFACE
1. GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.
2. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES
SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR
TOWARD THE MAIN VEHICLE ENTRY DOORWAY.
1101101
DOWEL ROD REPAIR NOTES
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS,
DRILL 6" INTO CONCRETE (NO CLOSER THAN 3V' FROM EDGES AND 5" FROM ENDS OF
CAP WALLS). REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO
ANCHOR #5 REBAR IN PLACE, USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE.
StLuciecou*
FILE COPY
ST. LUCIE COUNTY BUILn DIVISION
REVIEWED FOR COMPLIANCE o
PLANS AND F1ERMi'f MUST BE KEPT ON JOB I
SITE OR NO INSPECTION(S) WILL BE MADE
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DRAFITNG SERVICES
JOAN JAPPE. LLC
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PAUL WELCH INC.
MECH-ELEC-CIVIL ENG
1984 SW ETI.TMORE ST. # (14
PORT ST EOCM, F 34984
PAUL. WELCH, P.F. FLA
REG. No. 2954
I
FEB 1 5 2018
Date:
SCALE: N.T.S.
JOB No: 517-0639
C
CONCRETE 2'
SLAB EDGE
(VERIFY SIZE
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oQ PARTITION WALLS OF METAL STUDS
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ill Lip 60 0 I� �Z N rr
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ih 16"H x 8" CMU MASONRY WALL in VERT. BARS GROUTED J GRANITE TOP 11'-1" CLG/TILE
-7
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k SOLID (4 TYPICAL) RAISED FLOOR 4"
zI HALF BATH o (�: T&G PLYWOOD
2021'-4"H x 8" CMU MASONRY" WALL a SHEATHING OVER 2P.T.
SLEEPERS O18" O.C.)
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R-13 INSULATION °
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INTERIOR 2x4 STUD NON -BEARING •
PARTITION WALL i �'
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PRE -CAST CONCRETE LINTEL It
L-1 DESIGNATION (SEE SHEET-A6) ■ �F��
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VTR SOIL PIPE VENT THROUGH ROOF I ♦ P / / IATnC ACCESSI
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FOR DETAILS) zi t4 .. / / I N
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40'x41' CONCRETE SLAB EDGE ■ — — �` ■ ■ ■ ■ ■ ■ ■ ■ ■
ILL H36 SH H361SH_
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SOLID (2 PLACES TYPICAL) x IIIN o N
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16'-0" 2'-0" 1, 8'-0" 3'-
1
38'-4"
-6" 3'-6"
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= 12" DIA. COLUMN BLOCK OVER
- 20" SQ. MASONRY BLOCK BASE
3 o REINFORCED w/ (2)#5 VERTICAL BARS
N GROUTED SOLID (8 PLACES TYPICAL)
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BUILDER'S NOTES
1.
GRANITE COUNTERTOPS FOR ALL BATHROOMS, KITCHEN, & WET BAR
2.
GRANITE SILL ® ALL WINDOW SILLS
3.
BUILT-IN UNITS SIZE AND LOCATIONS PER HOMEOWNER BUILDER
4.
WELL CONNECTION
5.
SEPTIC CONNECTION
6.
WHOLE HOUSE AQUASANA WATER FILTRATION SYSTEM TO BE INSTALLED
7.
8"0 X 1O'H (CUT TO FIT) ENDURA-STONE COLUMN IN FOYER (BUILDER LOCATE)
8.
CONTRACTOR SHALL PROVIDE LIGHT POLE PER OWNER'S SPECIFICATIONS
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MASTER BATH VANITY DETAIL
(VERIFY DESIGN w/HOMEOWNER)
AREA TABULATION
LIVING:
4,218
SQ.
FT.
GARAGE:
1,073
SQ.
FT.
ENTRY PORCH:
150
SQ.
FT.
COV. PATIO:
418
SQ.
FT.
T TAL:
5,859
SQ.
FT.
UNIT 1 — A/C VOLUME:
27,832
CU.
FT.
UNIT 2 — A/C VOLUME:
18,221
CU.
FT.
NOTE: PROVIDE SPRAY FOAM INSULATION AT
ROOF DECK ALL AREAS ABOVE LIVING SPACE
5
BEAM HANGER
MARK
TYPE
"SIMPSON" HUC410 WITH
H1
(18)-1/4" X 2 3/4" TITEN TO WALL AND (10)-10d
NAILS TO BEAM
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PHONE: (772) 237-7942
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MECH-P.LEC-CIVII., ENO
1984 SW BILTMORE ST. #114
PORT ST LUCIE, FL 34984
PAUL WELCH, P.E. FLA
REG. No. 29945
Da,dUN 1 1 2018
SCALE: 1/4" = P-O"
JOB No: 517-0639
Al
7'-9" T.O.W.
0'-0" F.F.E.
L- d" RAISED STUCCO
TRIM (TYPICAL
WHERE INDICATED)
16" STUCCO FINISH MASONRY
COLUMNS w/DECORATIVE
PRE -CAST BASE & CAPITAL
TRIM (TYP. FRONT COLUMNS)
CALCULATE ATTICy,-_NTILATION
COVERED PORCH
CEILING = 418 SQ. FT.
418 /150 = 2.79 REQUIRED VENTILATION
47 L.F. OF 4 " CONT. VENTING = 15.7 SF / 2
7.8 SF AVAILABLE FOR CROSS VENTILATION
7.8 SQ. FT. > 2.79 SQ. FT. : VENTILATION O.K.
GARAGE
CEILING = 1073 SQ, FT.
1073 /150 = 7.15 REQUIRED VENTILATION
100 L.F. OF 4 " CONT. VENTING = 33.3 SF / 2
= 16.7 SF AVAILABLE FOR CROSS VENTILATION
16.7 SQ. FT. > 7.15 SO. FT. : VENTILATION O.K.
ENTRY
CEILING = 150 SQ. FT.
150 /150 = 1 REQUIRED VENTILATION
25 L.F. OF 4 CONT. VENTING = 8.33 SF / 2
= 4.2 SF AVAILABLE FOR CROSS VENTILATION
4.2 SQ. FT. > SQ, FT. : VENTILATION O.K. ,
12
61
A
REMOVED RIDGE VENTS
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
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REAR ELEVATON
SCALE: 1/4" = V-0"
TILE ROOF
20" SQ. MASONRY
COLUMN BASE
APPLIED DESIGN PRESSURES (PSF)
MARK
AREA
I
E
ZONE 4
ZONE 5
POSITIVE (PSF)
NEGATIVE (PSF)
POSITIVE (PSF)
NEGATIVE (PSF)
1
10
35.5
-38.5
35.5
-47.6
2
15
35.4
-38.5
35.4
-47.4
3
20
35.3
-38.4
35.3
-47.2
4
25
35.3
-38.3
35.3
-47.0
5
30
35.2
-38.2
35.2
-46,8
6
35
35.1
-38.1
35.1
-46.7
7
50
34,8
-37.8
34.8
-46.1
8
110
33.7
-36.7
33.7
-43.9
DECORATIVE PRECAST OR
STUCCO COLUMN CAPITALS ON
12"0 STUCCO FINISHED
MASONRY COLUMNS
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PAUL WELCH INC.
MECH-ELEC-CIVIL ENG
1984 SW BE.TNIORE ST. k114
PORT ST LUCIE. PL 34984
PAUL WELCH, P.E. PLA
PEG. No. 29945
JUN
1 1
2018
Date:
SCALE:
1/4"
= 1'-0"
JOB No:
517-0639
A2
lue
TEXTURED CEMENT
STUCCO COATING OVER
8' CMU BLOCK WALL
(TYPICAL)
21
3i
---------------------
A
REMOVED RIDGE VENTS
,.
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w
= 11
0�
Ip
31 ip w
---------------------
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
�Tf
I All I All I IF I
TEXTURED CEMENT
STUCCO COATING OVER TF
1E 8" CMU BLOCK WALL
(TYPICAL)
LEFT ELEVATION
SCALE: 1/4" = 1'-O"
APPLIED DESIGN PRESSURES (PSF)
MARK
AREA
I
E
ZONE 4
ZONE 5
POSITIVE (PSF)
NEGATIVE (PSF)
POSITIVE (PSF)
NEGATIVE (PSF)
1
10
35.5
-38.5
35.5
-47.6
2
15
35.4
-38.5
35.4
-47.4
3
20
35.3
-38.4
35.3
-47.2
4
25
35.3
-38.3
35.3
-47.0
5
30
1 35.2
-38.2
35.2
-46.8
6
35
35.1
-38.1
35.1
-46.7
7
50
34.8
-37.8
34.8
-46.1
8
110
33.7
-36.7
33.7
-43.9
O.H.
(TYP.)
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PAUL WELCH IN,
MECH-ELEC-CIVIL
1984 SW EILTMORE SI
PORT ST LUCIE, FL 3
PAUL WELCH, P.E. I
R . No. 29945
JUN 1 12011
Date:
SCALE:
JOB No: 517-063
A3
OPEN CELL SPRAY
POLYURETHANE
FOAM APENDIX X
Y2 THICK CEILING RATED GYPSUM —
WALLBOARD SHEATHING (OTHERWISE
NON —RATED W THICK GYPSUM WALL
BOARD IS REQUIRED)
Y2" GYPSUM WALLBOARD SHEATHING OVER
Vx2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C.
(MAX.) AND R4.1 FI—FOIL INSULATION WITH
REFLECTIVE VAPOR BARRIER
WOOD BASE BOARD
3—Y2" THICK (MIN.) POURED CONC. (2500 PSI
MIN.) FLOOR SLAB WITH 6x6—W1.4xW1.4 (MIN.)
W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE
VAPOR BARRIER & COMPACTED TERMITE TREATED
CLEAN SOIL FILL (SEE SHEET—P1 FOR FOUNDATION
NOTES)
5
S1
1
TILE ROOFING OVER UNDERLATMENT
f(ASTM 7158H, OR CODE APPROVED EQ.)
19/32" C—D STRUCTURAL I PLYWOOD SHEATHING
OVER PRE—ENGINEERED WOOD TRUSSES 0 24" O.C.
(SEE ROOF FRAMING PLAN SHEET—R2 FOR ROOF
SHEATHING NAILING SCHEDULE)
12 GALV. METAL TRUSS ANCHOR STRAP
�6 (TYP) (SEE SHEET—R2 FOR TRUSS CONNECTOR SCHEDULE)
24" TYP.
TRUSS TAIL 2Y2" ALUMINUM DRIP EDGE OVER 1x3 P.T. NAILER
O.H.
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3" MIN.
AR CO
(TYP.).
SHOP DRAWINGS APPROVED
PRE —FABRICATED WOOD
TRUSSES 024" O.C.
Y8" GAP (U.O.N
SIMPSON STRONG —TIE ROOF
TRUSS CLIP ,TYPE STC (1 CLIP
0 2x4S, 2 CLIPS 0 2x6S, 3
CLIPS 0 2X8S) (NOTE: EQUAL
ANCHORS MAY BE SUBSTITUTED)
FIRE BLOCKING
(SEE NOTE #1)
USE .145" DIA P.A.F.
016" O.C. TO CONCRETE
w/ TAPCONS OR CUTNAILS
24" O.C.
WOOD BASE BOARD MOLDII\
�'�1x2 P.T. DRIP EDGE
2x6 CONT. SUB FASCIA BOARD NAILED TO EACH
TRUSS TAIL W/ (2) 16d CoM. NAILS (OR BETTER) '5\
**STUCCO FINISHED SOFFIT OVER HIGH RIBBED SEL J
FIRRING METAL LATH 4" CONTINUOUS SOFFIT VENT
CONT. x4 T. LEDGER 80ARD w Ya x3" TAPCONS
024" O.C. (OR BETTER)
DOUBLE COURSE 8" CMU KNOCKOUT/BOND BEAM
BLOCK GROUTED SOLID TYPICAL FOR PERIMETER WITH
(1) # 5 REBAR CONTINUOUS
NEW 8" CMU WALL CONSTRUCTION WITH TYPE "M"
MORTAR
Y2" MIN. CEMENT STUCCO COATING
#5 VERT. REBAR AND #5 DOWEL BARS WITH STD. 10"
LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS
INDICATED ON PLAN
30" MIN. LAP SPLICE (TYPICAL)
(� 3/a'x 8" WIDE BLOCK RECESS
FINISHED FLOOR SLAB,-L
,,,,,,, .,.FINAL GRADE
18"
WALL and
STC CUP
RAT RUN 1x4 (MIN.)
LAID FLAT 08'-0" O.C.
�12" MIN. EMBEDMENT
BELOW EXISTING GRADE
(2) #5 CONTINUOUS REBAR
**SOFFIT VENT SHALL BE AT: COVERED PORCH,
ENTRY AND GARAGE ONLY. SOFFITS ONLY.
SCALE: 1/2" = 1'-O"
" GYPSUM WALLBOARD
SHEATING
— 2x4 CONT. TOP PLATE
OR LIGHT GAUGE METAL
T—TRACK
WOOD STUDS LIGHT GAUGE METAL C—STUD
2x4S 0 16" O.C. FOR H=8' TO 10' 3 1/2" 0 24" O.C. FOR H=8' TO 10'
2x6S 0 24" O.C. FOR H=10' TO, 14' 3 1/2" 0 16" O.C. FOR H=10' TO 14'
WOOD STUD TO PLATE
2-16d NAILS 0 2x4S
3-16d NAILS 0 2x6S
Yg" GYPSUM WALLBOARD SHEATING
PRE —CAST CONC. LINTEL
SEE LINTEL SCHEDULE
SIZE & REINFORCEMENT
CENTERED 16" LONG 2x8 P.T.
(SYP) BLOCKING FOR TORSION 4
SPRING (AS REQUIRED) 0o
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Y2" DIA. WEDGE ANCHOR
3—Y2" EMBEDMENT w/2" 2x6x16'—O" P.T. (SYP) ATTACHED
SQUARE WASHER w/ Y4% x 3" TAPCONS 016' O.C.
w/ 1" DIA. MIN. WASHERS
2x6 P.T. (SYP) WOOD JAMB FASTENED
w/ %%342" (S.S. 304) HILTI KWIK BOLT
3 EXPANSION ANCHOR (OR EQUAL) w/ 2"
SQUARE WASHER (SEE BUCK DETAIL) 0
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FOOTING PER FOUNDATION PLAN
METAL STUD WALL FRAMING NOTES:
(2)#5 DOWEL WITH 30" OVERLAP
1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON —BEARING PARTIOTION WALL FRAMING
SHALL CONSIST OF COLD —FORMED STEEL MATERIALS AS FOLLOWS:
A) 3)z" METAL STUD: 3 1/2" (25 GA.) COLD —FORMED STEEL STRUCTURAL C—SECTION
PRODUCT DESIGNATION: 350S162-43; 33 KSI, G60 (OR BETTER)
B) 3Y2" METAL TRACK: 3 1/2" (25 GA.) COLD —FORMED STEEL STRUCTURAL T—SECTION
PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER)
2. BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB WITH POWDER —
ACTUATED 0.22 CALIBER (MIN.) SHOT PINS, 1" LONG x 0.300 HEAD DIA. x 0.145 SHANK DIA,
WITH 7//6" DIA. STEEL WASHER, PLACE 1 SHOT PIN AT 16" O.C. STAGGERED FROM SIDE —TO —SIDE
OF TRACK, OR EQUAL.
3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. #8-18 x
3/4" S.M.S. (0.164" DIA. SHANK x 5/16" HEAD), OR BETTER.
4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH (2) #12-16 x 13/4"
HEX WASHER HEAD WOOD SCREWS (OR BETTER).
— P.T. 2X SOLE PLATE OR LIGHT GAUGE 4"A Y2 x8" 18 GAGE HOT CLIP
METAL TRACK STUD (SEE NOTE #2) GALV. STEEL PLATE SET IN
— CONCRETE FLOOR SLAB PER PLAN ROOFING CEMENT.
FASTEN PLATE WITH 2—X X1-1
GALV. PH SCREWS INTO PLYWC
e... DECK & 2—X X1 X" GALV. PH
SCREWS INTO 2X6. PROVIDE 0
ON EACH SIDE OF BLOCKING
(STAGGER SPACING)
NOTES:
1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN
ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE
PLACED IN A CONTINUOUS ROW AT 8'-0" (+/—) ABOVE FINISHED FLOOR SLAB.
2. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED
OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL.
(NON -BEARING WALL)
SCALE: 112" = V-0"
:IN ACCORDANCE
)DUCT APPROVAL
IT BLOCKING
-PTH OF BLOCKING TO
)DATE PITCH OF ROOF)
E
GAGE
FLOORAR SLAB
SCALE: 1/2" = 1'-0"
Y
1 STRAP FOR UPLIFT 1175#
2 STRAPS FOR UPLIFT UP T^ "'A"
3 ST
2 COURSES OF 8" BOND BEAM BLOC"
(CEMEX/RINKER TYPE T81 OR EQ.) y
(1)#5 BAR CONTINUOUS EACH COUR`.
ALONG TOP OF WALL, FILLED SOLID
GROUT
HORIZONTAL BOND BEAM BARS WITH
STD. 90- ACI HOOK (10" MINIMUM)
(TYPICAL)
2 COURSE OF 8" BOND BEAM BLOCk
(1)—#5 BAR CONTINUOUS FILLED SOL
WITH GROUT
t LLVA I ION VIEW
SIMPSON HTSM16
COMMON PRE—ENGINEERED ROOF TRUSS
(ONLY) (MISALIGNMENT OF GIRDER TRUSS
CONNECTOR TO BE APPROVED BY ENGINEER)
(4) Y4" x 2—Ya" TITEN MASONRY SCREWS
SPACED EVENLY 0 LEAST 1—Y2" FROM TOP,
AND INTO TOP CORD. (8) 10d X 3" NAILS
STRAP MISALIGNMENT
SCALE: N.T.S.
.._....... ...... ;TD. 90' HOOK
AT TOP GROUTED SOLID
_STEPPED BOND BEAM DETAIL
4 1 CMU_WAL.L DETAIL a FRONT ENTRANCE
S1 /
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(6)-HOLES BOTH SIDES FOR
THRU BOLTS
1/2" (30 KSI) STEEL TOP CAP 1 'ALL
WELDED TOGETHER WITH F2
FIILETWELD CONTINUOUS ALL
AROUND
Y X 3" (30 KSI) STEEL COLUMN
1/2" THICK _
16" X16" X Y2" THK (30 KSI) STEEL
PLATE WELDED TO COLUMN
WITH 1/2 FILLETWELD AND (6)-
X 1211 ANCHOR BOLTS
14�
SCALE: 2"=V-0"
TRUSS BY TRUSS COMPANY'7111,
(2nd BRG)
FABRICATED STEEL POST CAP
WITH (6)- 3!4" THRU BOLTS
'/a FILLET WELD ALL AROUND
COLUMN TO TOP CAP
3",X 3" (30 KSI) STEEL COLUMN "A"
THICK
4" THICK (5000 :PSI) CONCRETE
OVERPOUR WITH FIBERMESH
16" XI 6" X'/4" THK STEEL .PLATE
WELDED TO COLUMN WITH
FILLETWELD AND (6)- 3/4" X 12"
ANCHOR BOLTS
(2500 PSI) CONC. FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
ORAFCING SERVICES
MOAN JAFFE, LLC
PHONE: (772) 257-7942
www.,aens,,.sconsrow.rr,Na.com
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PAUL WELCH INC.
MECH-ELEC-CIVIL ENG
1984 SW ER-TMORE. ST. #114
PORT ST LUCIE, FL 34984
PAUL WELCH. P.E. FLA
REG. No. 29945
JUN 1 1 2018
Date:
SCALE: AS NOTED
JOB No: 517-0639
s1
STUCCO OVER WIRELATH
W/11GA. 2" NAILS w/ %"0
HEAD ® 6" O.C. OVER %"
METAL RIB LATH ® 6" O.C.
w/ (2LAYER OF 15# FELT
OVER EACH FRAMING MEMBER)
P.T. 2X BLOCKING WITH —
STUCCO FINISH PER NOTES
DECO TOP CAP.
SEE TYPICAL EXTERIOR WALL AND
FOOTING SECTION FOR
ADDITIONAL INFORMATION
PRE—ENGINEERED WOOD TRUSSES
024" O.C. (MAX. SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCHEDULE
DBL 2X12 WOOD BEAM WITH N'
CDX PLYWOOD SPACER GLUED AND
NAILED WITH 10d NAILS AT 8" O.C.
STAGGERED TOP AND BOTTOM
BOTH WAYS
"SIMPSON" HETA20 WITH (9)-16d
NAILS EACH BEAM (2)—PER COLUMN
\� '�#5 REBAR w/90 DEGREE HOOK
DBL 2X BLOCKING (TYP.)
12"0 CONCRETE COLUMN WITH
(2)—#5 BARS VERT. IN (3000 PSI)
CONCRETE FILLED CELLS
STUCCO FINISH
STUCCO NOTE:
EXTERIOR FRAME WALLS TO BE
STUCCO OVER WIRELATH WITH 11 GA.
2" LONG NAILS WITH %"0 HEAD ® 6"
O.C. OVER (2) LAYERS OF (15# FELT
OR TYVAK BUILDING WRAP) OVER 1%2'
COX PLYWOOD WITH 10D NAILDS TO
STUDS ® 6" O.C. PERIMETER AND
FIELD.
DECO BOTTOM CAP
(2) #5 IN FULLY GROUTED CELLS
ADJACENT TO GARAGE DOOR
OPENING AS SHOWN
a D °
2x6 P.T. (SYP) WOOD JAMB FASTENED w/ Wx5-X"
(S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR
EQUAL) w/ 2" SQUARE WASHER SPACED 016" O.C. MAX.
STEEL TRACK BRACKETS TO BE FASTENED TO WOOD
2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S
SPECIFICATIONS (OR AS NOTED BELOW)
OHGD TRACK BRACKETS TO P.T. BUCK
7' HIGH DOOR: (7) 5X6" x 1-5/e' LONG CORROSION RESISTANT
HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
STUCCO CEMENT FINISH
FILLED CELL AT JAMB BLOCK (TYP)
CMU WATER RESISTANT COATING Li I �1�
(SEE WATERPROOFING NOTE #1)
q °
q'
Q ..
4 e
o °.
° �-10 P.T. WOOD FIRRING ALL (3) SIDES
q CONTINUOUS
WOOD TRIM
#5 REBARS w/30" MIN. LAP SPLICE CORROSION RESISTANT FLASHING—�
PER WATERPROOFING NOTE #2 — P.T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE #4 AND ANCHORED TO
20"x2O" CONCRETE BLOCK BASE WITH APPLY PERIMETER SEALANT CAULK MASONRY PER BUCK ATTACHMENT NOTE.
(2)—#5 BARS VERT. IN (3000 PSI) BETWEEN BUCK & WINDOW FRAME
CONCRETE FILLED CELLS (SEE WATERPROOFING NOTE #5) SEE WATERPROOFING NOTE #6
FINISHED GRADE
2500 PSI) CONC. FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
STUCCO CEMENT FINISH
FILLED CELL AT JAMB BLOCK (TYP)
CMU WATER RESISTANT COATING Li 11
(SEE WATERPROOFING NOTE #1)
° q
q
a
CORROSION RESISTANT FLASHING °
PER WATERPROOFING NOTE #2 a a ° tx3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS
°
APPLY PERIMETER SEALANT CAULK " J \ SEE WATER PROOFING NOTE #6
BETWEEN BUCK &WINDOW FRAME \\\—
(SEE WATERPROOFING NOTE #5)
P.T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE #4 AND ANCHORED TO
1 MASONRY PER BUCK ATTACHMENT NOTE.
NOTE:
WINDOW FRAME SHOULD BE COMPLETLY SEATED
ON THE BUCK. IN NO INSTANCE SHALL THE
FRAME OVERHANG THE BUCK
ANCHOR WINDOW FRAME TO MASONRY IN STRICT
ACCORDANCE WITH MANUFACTURE'S PRODUCT
APPROVAL INSTALLATION REQUIREMENTS.
4
S2
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE #1)
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE #5)
CORROSION RESISTANT FLASHIN
PER WATERPROOFING NOTE #2
2 ) WINDOW HEADER A JAMBS TYP. BUCK DETAIL 5
SCALE: N.T.S. Sj2 2
•Z�Z�1:3
ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
SCALE: N.T.S.
FILLED CELL AT JAMB BLOCK (TYP)
Li
° 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS
q °
q .
WOOD TRIM
P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING
NOTE #4 AND ANCHORED TO MASONRY PER BUCK
ATTACHMENT NOTE.
SEE WATERPROOFING NOTE #6
ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
SCALE: N.T.S.
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER
WATERPROOFING NOTE #6
MARBLE SILL
MORTAR OR
GROUT
,Y2" DRYWALL
10
RR
FASTENERS AS REQUIRED BY WINDOW MANUFACTURER
CORROSION RESISTANT FLASHING PER WATERPROOFING
NOTE #2
CAULK SEAM AT WINDOW INSTALLATION
(SEE WATERPROOFING NOTE #5)
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE #1)
SET SILL IN FULL MORTAR BED
STUCCO OR DECORATIVE CEMENTITIOUS COATING
8" C.M.U.
-Y4" FURRING TO MASONRY WALL
PRECAST CONCRETE WIND RESISTANT FLUSH
SILL AS MANUFACTURERD BY CAST—CRETE
(OR EQUAL)
SCALE: N.T.S.
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 MANUFACTURER'S RECOMMENDATIONS. THE
APPLICATION OF THE CMU WATER RESITANT 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.
2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND 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.
4. PROVIDE PAN FLASHING AT 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 SILL AS WELL. PAN FLASHING
SHALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED).
5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL 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 / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE
PERIMETER.
NOTE.
WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA / AMA 200-9. CONTRACTOR
SHALL SUBMIT FMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL.
BUCKS:
• FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X8 IS
ACCEPTABLE.
• ALL BUCKS MUST BE PRESSURE TREATED.
• ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB.
BUCK ATTACHMENT:
• FOR 1 X BUCKS ATTACH TO CMU WALL WITH:
1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C.
OR
3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
• FOR 2 X BUCKS ATTACH TO CMU WALL WITH:
2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C.,
OR
3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
• FOR DOUBLE 1 X BUCKS ATTACH FIRST COURS TO CMU WALL WITH:
1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C.
OR
3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH:
2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C.
OR
3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
DRAFTING SERVICES
JOAN JA ,EL
PHONE: (772) 231-7942
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MECH-ELEC-CIVIL ENO
1984 SW BIETMORE ST. #114
PORT ST EUC , FE 34984
PAUE WELCH, P.E. FLA
REO. No. 29945
FEB 15 2018
Date:
SCALE: AS NOTED
JOB No: 517-0639
S2
STUCCO OVER
W/ 11 GA. 2"
HEAD 0 6" 0
METAL RIB LA
W/ (2 LAYER:
OVER EACH F
#5 REBAR W
HOOK
(4)—#5 VER1
T PER ELEV.
#5 VERTICAL BARS WALL REINFORCING
ABOVE WALL OPENINGS SHALL BE
PROVIDED WITH A STD, ACI HOOK TIED
TO LINTEL REINFORCING STEEL (TYPICAL)
4
TYPICAL #5 VERTICAL
WALL REINFORCING ® 48"
O.C, AND AS INDICATED
ON THE PLANS
SEE TYPICAL WALL SECTION FOR
ADDITIONAL INFORMATION
PRE— ENGINEERED WOOD TRUSSES
® 24" O.C. (MAX. SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH.
8" CIVIL KNOCK OUT/BOND BEAM
BLOCK w/(1)—#5 BAR IN (3000 PSI)
CONCRETE
8" PRECAST LINTEL WITH (2)—#5 BAR
IN (3000 PSI) CONCRETE FILLED CELL
(SEE LINTEL SCHEDULE FOR MORE
INFORMATION)
12" X 12" CONCRETE BLOCK
COLUMN WITH (4) —#5 BARS IN
(3000 PSI) CONCRETE FILLED
CELLS
STUCCO FINISH
#5 REBAR W/ 30" MIN. LAP SPLICE
FINISHED GRADE
(2500 PSI) CONC. FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
A
**PROVIDE (2)-ROWS OF BOND BEAM FOR
WALLS WITH HEIGHT OVER 8'-1".
SINGLE COURSE OF 8" BOND BEAM BLOCK
(CEMEX/RINKER # T81 OR EQ.) ALONG TOP**
REINFORCED WITH (1) #5 BARS CONTINUOUS IN
EACH BLOCK
LINTEL TYPE
8F16-1 B/1 T
SECTION A —A
SET PRE -CAST CONCRETE:. WINDOW SILL (SEE
DETAIL 6, SHEET-S2) OR POUR IN PLACE
CONC. SILL W/ (2) #4 BARS EXTENDED 6"
(MIN.) INTO EACH SIDE JAMB BLOCK BEFORE
GROUTING WALL CAVITIES (OR DRILL AND
SET WITH 5" EPDXY EMBEDMENT)
8" CMU BLOCK WALL- REINFORCED AS
NOTED ON THE PLANS AND INDICATED IN
DETAILS (ALL VERTICAL BARS SHALL BE
HOOKED INTO TOP BOND BEAM BLOCK)
(1) #5 VERTICAL BARS -TYPICAL AT ALL WALL
OPENINGS LESS THAN 8'-0" WIDE
ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE
(1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED
SOLID (SEE PLANS FOR LOCATIONS)
PRECAST CONCRETE LINTEL SCHEDULE:
PROVIDE PRECAST REINFORCED CONCRETE "U" LINTEL AS MANUFACTURED BY CAST-CRETE (OR EQUAL)
FOR ALL MASONRY OPENINGS OF THE SIZE AND REINFORCEMENT NOTED IN THE FOLLOWING LINTEL SCHEDULE:
MASONRY WALL LINTEL SCHEDULE
LINTEL
DESIGNATION
LINTEL
LENGTH
LINTEL
TYPE
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L-1
4'-6"
54" U-LINTEL
6133
250
2724
100
81`16-1B/1T
L-2
5-10"
70" U-LINTEL
4360
250
2093
100
81`16-1B/1T
L-3
7'-6"
90" U-LINTEL
6472
1100
3508
450
8F40-1B/1T
L-4
4'-6"
54" U-LINTEL
6133
700
2724
300
81`16-1B/1T
L-5
7'-6"
90" RECESSED
755
100
506
100
8RF6-OB/1T
L-6
7'-6"
90" U-LINTEL
6472
700
3508
300
8F32-1B/1T
L-7
17'-4"
208" PRESTRESSED
1849
800
754
350
8F29-1B/1T
L-8
9'-4"
112" U-LINTEL
4705
650
2152
250
8F29-1B/1T
L-9
4'-4"
52" RECESSED
10893
800
6183
350
8RF30-OB/1T
L-10
5'-10"
126" U-LINTEL
7181
250
3897
100
8F29-18/1T
L-11
4'-6"
54" U-LINTEL
10294
900
5077
370
8F29-1B/1T
L-12
3'-6"
42" U-LINTEL
10394
350
6613
150
8F29-1B/1T
L-13
3'-6"
42" U-LINTEL
4605
2000
2524
900
8F13-1B/1T
L-14
7'-6"
90" RECESSED
1011
900
727
350
8F11-1B/1T
L-15
4'-6"
54" U-LINTEL
4375
2000
1940
800
8F13-1B/1T
L-16
6'-6°'
78" U-LINTEL
8825
550
4038
250
8F35-1B/1T
L-17
5-10"
70" U-LINTEL
1238
1400
835
560
8F11-1B/1T
L-18
3'-6"
42" U-LINTEL
11809
670
7636
350
8F37-1B/1T
L-19
4'-6"
54" U-LINTEL
10294
1060
5077
450
8F29-1B/1T
L-20
N/A
-
-
-
-
-
-
L-21
14'-8"
176" U-LINTEL
2245
500
1440
250
8F24-1B/1T
L-22
14'-0"
168" U-LINTEL
1697
964
1434
1197
8F24-18/1T
L-23
7'-6"
90" U-LINTEL
5681
250
2571
250
8F24-1B/1T
NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN
NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCRETE LINTEL AS NOTED ON PLANS
TB-1 8" WIDE x 11" HIGH (3000 PSI) CONCRETE TIEBEAM FORMED AND POURED WITH (2)-#5 BARS
CONTINUOUS TOP AND (2)-#7 BARS CONTINUOUS BOTTOM
NOTE:
1. COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, AND MAY BE INCREASED IN FIELD WITHOUT ENGINEER'S APPROVAL.
2. CALCULATED APPLIED GRAVITY LOAD AND APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN CONSIDERED.
3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION.
4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LINTEL SIZES (BEARING OF 4" EACH END MIN). SAW CUT BOTTOMS OF LINTEL
MANUFACTURERS NOTCHES WHEN NEEDED TO EXTEND REBAR THROUGH LINTEL @ EACH SIDE OF OPENING.
5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS.
6. REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED WITH 5 1/2" LONG NOTCHES AT EACH END TO ACCOMMODATE PLACEMENT OF
VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW.
7. SEE TYPICAL LINTEL SECTION FOR CAST-CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. STEEL PLACED IN BOTTOM OF
PRECAST LINTEL SHALL BE SET ON WIRE CHAIR TO PROVIDE 3/4" CLEARANCE OFF BOTTOM.
2 COURSES OF 8" BOND BEAM BLOC'
(CEMEX/RINKER TYPE T81 OR EQ.) A
(2)#5 BAR CONTINUOUS EACH COUR`.
ALONG TOP OF WALL, FILLED SOLID
GROUT
HORIZONTAL BOND BEAM BARS WITH
STD. 90' ACI HOOK (10" MINIMUM)
(TYPICAL)
ELEVATION VIEW
3TD. 90' HOOK
AT TOP GROUTED SOLID
8" PRECAST CONC. LINTEL WITH (1)
#5 BARS GROUTED SOLID WITH
BOND BEAM BLOCK ABOVE
PLACE #5 CORNER DOWELS
INSIDE AND OUTSIDE OF VEF
COLUMN BAR EXTENSION AS
PLAN VIE
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
F r
F1 6-1 B/lT
1—QUANTITY OF #5
REBAR AT TOP
NOMINAL HEIGHT
NOMINAL WIDTH
TYPE DESIGNATION
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NOMINAL WIDTH
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1-1/2" CLEAR
— 8" BOND BEAM BLOCK
(RINKER/CEMIX #T81 OR EQ.)
— GROUT SOLID
(3000 psi)
_#5 REBAR AT BOTTOM
3/4" CLEAR OFF
8F16-1B/1T
PRECAST LENTIL
FIELD CUT LINTELS TO MITER END
AND CUT BOTTOM TO ALLOW
EXTENSION OF 3 COLUMN VERTICAL
BARS THROUGH LINTEL
(1) #5 REBAR CONT.
ALONG TOP OF BEAM
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#2 STIRRUP (ACI TYPE
S1) ® 8" O.C.
NTEL CAVITY
8" PRECAST LINTEL
LINTEL TYPE 8F16-1B/1T MODIFIED
AS SHOWN
2 TYPICAL REINFORCEMENT PLACEMENT AT WINDOW OPENINGS 3 CM WALL DETAIL FRONT ENTRANCE WAY _________ 4 PRECA T LINTEL DETAIL_ COVERED POW
Sri SCALE N.T.S. 3 SCALE: N.T.S. 53 SCALE: N.T.S.
DRAFTING SERVICES
JOAN JAFFE, L C
PHONE: p72) 23I-7942
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PAUL WELCH INC.
MECH-ELEC-CIVIL ENS
P84 SW BILTMORE ST. K]
PORT ST LUCIE, FL 3498
PAUL WELCH, P.E. FLA
REG. No. 29945
FEB 1 5 2018
Date:
SCALE: N.T.S.
JOB No: 517-0639
S3
FLOOD LIGHT —
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12,654 VA
TWO 20A APPLIANCE CKTS
3000
LAUNDRY
1500
DRYER
5000
RANGE
12000
WH
4500
DW
1200
WP TUB (OPTION)
1200
REFRIGERATOR
1200
PUMPS
7200
MISC.
11000
TOTAL 60,454 VA
FIRST 10 KW @100%
10000
REMAINDER 040%
20,181.6
TOTAL 30,181.6
A/C HEAT ® 100%
15300
TOTAL 45,481.6 VA
TOTAL/240V
190 AMPS
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PAUL WELCH INC.
MECH-ELFC-CIVIL ENG
1994 SW HILTMORE ST. #114
PORT ST LUCIE, PI. 34984
PAUL WELCH, P.E. PLA
REG. No. 29945
1
FEB 15 me
Date:
SCALE: 1/4" = P-O"
JOB No: 517-0639
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115'-9"
2'-0"
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16'-2"
68'-0"
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SCALE: 1 /4" = P-0"
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CONCRETE FOUNDATION NOTES
1. SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"
SUBGRADE PREPERATION NOTES
1. THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION,
TOP SOIL AND FOREIGN MATERIAL REMOVED.
2. CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN
MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO
ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB.
3. SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED
BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS
2" VTR TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE
J ACHIEVED.
4. AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT
SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE PLUMBING LEGEND AND ABBREVIATIONS
UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A
MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY
MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY — — SANITARY SOIL PIPE (BELOW FLOOR SLAB)
LT TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A
FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE — — — — — — DRY VENT LINE BRANCH ABOVE CEILING (RE —VENT)
UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE.
5. SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY SOIL PIPE VENT THROUGH ROOF
COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT VTR
DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN
ACCORDANCE WITH ASTM D-1557. WC WATER CLOSET (TOILET)
6. CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS LAV. LAVATORY
\ NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY
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PAUL WELCH INC.
IECH-ELEC-CIVIL Ell
S4 SW SILTMORE ST. #
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PAUL WELCH, P.E. FL,
RE . No. 29945
JUN 1 12018
Date:
SCALE: AS NOTEI
JOB No: 517-0639
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DRAFTING SERVICES
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PORT ST LUCIE, FL 34984
PAUL WELCH, P.E. PEA
REG. No. 29945
FEB 1' 5 2018
Date:
SCALE: 3/16" = P-0"
JOB No: 517-0639
1-0191
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TRUSS CONNECTOR SCHEDULE
TRUSS
ID
HEARING
POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR
ID
CONNECTOR
UPLIFT
DESIGN
FASTENERS
NOTES
T04
1ST & 2ND
1067
(1)-HETA20
1810
(8) - Ad
T10
1ST
3412
(1)-MGT
3965
(22) - 10d & (1) - 5/0" A.B.
2 3
T10
2ND
3fi78
(1)-FGTR
5000
L8 _SS 1 4 z 9 & 2
1 2" z 5,. TITEN HD
TI1
1ST
1225
(1)-HETA20
1810
(8) - 16d
TI1
2ND
11435
FAB. CAP
12000
SEE DETAIL
SEE "DETAIL AT TRUSS TI1 2ND BEG"
T11
3RD
2308
(1)-MGT
3965
(22) - 10d & (1) - 5/8" A.B.
2 3
T20
1ST
3290
(1)-MGT
3965
(22) - 10d & (1) - 5/0" A.B.
2 3
T20
2ND
1594
(1)-HETA20
1810
(8) - 16d
T31 & T62
1ST & 2ND
1798
(1)-HETA20
1810
(8) - 16d
T63
2ND
5765
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7570
210 - - 7 8" SD3 A.B.1 4 z 2 1/2- &
2
T84
1ST & 2ND
2790
(I)-MGT
3065
(22) - LOd & (1) - 5/8" A.B.
2 3
VALLEYS
CONT.
100 # Ply
( ) MTS 16
1000
1 (14) - 10d z 1 1/2"
�1
1 STRAP AT EACH END AND AT 24" O.C.
LESALL
S OTHERS
EACH
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100
(7) - 10d z 1-1/2"
AT CBS HEARING
LESALL OTHERS
STUN Ot 00i
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<1000/
(1)-MTS 16
1000
(14) - IDd z 1-1/2"
AT FRAME HEARING
TRUSS COMPANY
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LAYOUT DATE
1 10/19/2017
C DA �
1 02/05/18
10d x 1 1/2" = SIMPSON'S SUPPLIED EQUIVALENT NAIL
FOR COMMON 10 PENNY WEIGHT NAIL
SDS = SIMPSON'S STRONG -DRIVE 1/4' DIA. WOOD SCREW (OFT EQUAL)
OVALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/(4)-#9 SO x 2 J1" TO SUPPORTING TRUSS AND (3)-#g SO x 1 71"
TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24' O.C. MAX.
O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.)
O(1)-FGTR WITH (18)-SDS Y4" x 3" & (2) Y2" x 5' TITEN HD MAY BE USED IN LIEU OF CONNECTOR AS SPECIFIED
NOTE:
1. DESIGN UPLIFT REACTIONS HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (BUILDERS FIRST SOUCE.; JOB NO. 1149533; LAYOUT DATE10/19/17;
CUT -SHEET DATE: 02/05/18) AND REVIEWED BY THIS STRUCTURAL ENGINEER FOR DETERMINATION OF THE TRUSS CONNECTOR TYPE AND ALLOWABLE LOADS NOTED IN THE TRUSS TO WALL
CONNECTOR SCHEDULE.
2. LATERAL SHEAR FORCES (F1) AND TRANSVERSE LOADS (F2) f,'N TRUSS CONNECTORS HAVE BEEN EVALUATED IN ACCORDANCE WITH THE 2017 FBC-RESIDENTIAL CODE.
3. ALL TRUSS TO PERIMETER 8" CMU WALL CONNECTORS SHALL BE META 12; UNLESS DESIGNATED OTHERWISE ON THE ROOF FRAMING PLAN.
4. MINIMUM 4" EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2" REQUIRED FOR META STRAPS CAST -IN -PLACE.
5. TRUSS ANCHOR -META 16 STRAP SHALL BE PROVIDED WITH "TSS" MOISTURE BARRIER SEAT.
6. ANCHORS, HANGERS, AND TIE STRAPS AS SHOWN IN THE ABOVE SCHEDULE ARE IDENTIFIED ON THE ROOF FRAMING PLAN. SUBSTITUTION OF APPROVED EQUAL OR BETTER ANCHORS,
HANGERS AND TIE STRAPS FOR THE SPECIFIED ALLOWABLE LATERAL & UPLIFT LOADS ARE ACCEPTABLE.
7. THE SIMPSON STRONG -TIE CONNECTOR ALLOWABLE LOAD VALUES SHOWN IN THE ABOVE SCHEDULE ARE THE C-2013 PUBLISHED VALUES BASED ON WOOD TRUSSES FABRICATED USING
SOUTHERN YELLOW PINE AND INCLUDE AN APPLIED 1/3 STRESS INCREASE FOR WIND LOAD DURATION ONLY, IN ACCORDANCE WITH NDS ALLOWABLE STRESS DESIGN PERMITTED FOR WOOD
OR FASTENERS IN WOOD.
8. PROVIDE SUITABLE PRE -FORMED OR LIQUID APPLIED MOISTURE BARRIER BETWEEN BOTTOM CHORD OF ROOF TRUSS AND TOP OF MASONRY WALLS, WHEN BARRIER IS NOT PROVIDED WITH
TRUSS CONNECTOR.
9. SIMPSON STRONG TIE ANCHORS AND STRAPS PRODUCTS SHALL BE HOT DIPPED (H.D.) ZINC -GALVANIZED PER ASTM AIB23 TO G90 AS MEASURED BY ASTM A653, OR BETTER.
10. ALL CARBON STEEL ANCHOR BOLTS, FASTENERS, AND NAILS, UNLESS OTHERWISE SPECIFIED, SHALL BE HOT DIPPED ZINC -GALVANIZED IN ACCORDANCE WITH ASTM A1653 STANDARDS.
11. ANCHOR BOLTS (A.B.) SHALL CONSIST OF "J" BOLTS WITH MIN. EMBEDMENT OF 10" CAST -IN -PLACE AT TIME OF WALL GROUTING WORK. SETTING ACHOR BOLTS AFTER WALL
CONSTRUCTION SHALL CONSIST OF ALL THREADED ROD (ATR) DRILLED AND ANCHORED WITH HILTI HIT RE-500 INJECTION EPDXY SYSTEM (OR SIMPSON EPDXY -TIE (ET) EPDXY ADHESIVE) IN
STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. MINIMUM EMBEDMENT DEPTHS SHALL BE AS FOLLOWS:
ROOF ATTACHMENT / ASSEMBLY
TILE: ENTEGRA ROOF TILE (GALENA SPANISH 'S"FL#7804.1
UNDERLAYMENT: POLLYGLASS TU PLUSS FL# 5259.1
MAXIMUM UPLIFT DESIGN PRESSURE FOR ATTACHMENT PER NOA:
Attachment Resistance: Mf = —37.8 FT —LB (OF MOMENT)
Restoring Moment: Mg = 5.74 FT —LB (OF MOMENT)
Aerodynamic Multiplier: A = 0,235 FT3
Pmax = Mf — M = (-37.8 — 5.74) = —185 PSF
A ( 0.235)
ATTACHMENT REQUIREMENTS:
ZONE 1, 2 &3 ATTACHMENT AS FOLLOWS:
TILE INSTALLATION:
PROVIDE 27G 3M— 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 PER TILE WITH A
4"TILE HEADLAP FOR ALL TILES. ALSO PROVIDE (1) — #8 SCREW PER TILE EVERY 3RD
TILE IN EVERY 5TH COURSE FASTENERS LOCATED A MINIMUM OF 2 1'A"FROM HEAD OF
TILE.
UNDERLAYMENT INSTALLATION:
UNDERLAYMENT INSTALLATION:
PROVIDE POLLYSTICK TU PLUS SELF —ADHERED OVER EXISTING DECK. PROVIDE OVER
PLYWOOD JOINTS DESIGN PRESSURE —90 PSF
ALL WORK TO BE IN COMPLIANCE WITH PRODUCT APPROVAL (FL#7804.1) &
MANUFACTURER'S SPECIFICATIONS, RAS 118, RAS 119, RAS 120 AND THE FLORIDA
BUILDING CODE 20,'
ANCHOR DIA. DRILL HOLE DIA. (MAX.) EMBEDMENT DEPTH (MIN.)
W, �1is" 12"
DETAIL 1
SCALE: N.T.S.
PLYWOOD SHEATHING NAILING SCHEDULE
LOCATION
NAIL SIZE/TYPE
EDGEFIELD
INOTES
SPACING
SPACING
WALL
Z
SHEATHING
0
N
ALL
gd COMMON
6" D.C.
6" O.C.
(15/32")
WALL ZONES
E
4" O—C.
O ®
8d Ring Shank
4" O.C.
(OVERHANGS)
ROOF
Z
SHEATHING
(19/32")
N
O
8d Ring Shank
4" O.C.
6" O.C.
E
(D
8d Ring Shank
6" O,C.
6" O.C.
IN
Ce
8d RING —SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS:
1. 0.113—INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCHES
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2Y2"—INCH NAIL LENGTH
EAVE I ",,,,I
ROOF SHEATHING ATTACHMENT REQUIREMENTS
ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE ® NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD
ROOF SHEATHING SHALL BE 19 32- 'THICK COX
PLYWOOD ROOF SHEATHING FASTENED TO
ROOF FRAMING WITH 8d RING —§HANK NAILS
(PER FRC803.2.3.1) SPACED PER ZONE
DESIGNATIONS AS SHOWN ABOVE.
A= 5'
PLAN "PLAN VIEW") A= 5 FEET
SCALE: N.T.S.
TRUSS NOTES
1. ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANYS
ENGINEER.
2 CONTRACTOR TO PROVIDE SAINT DESIGN & FORENSICS" INC. AND
BUILDING DEPARTMENT MTN ENGINEERED TRUSS DRAWINGS BEFORE
INSTALLING TRUSSES.
& CONTRACTOR TO VERIFY ALL DUSTING ROOF CONDITIONS, AND
DIMENSIONS BEFORE ORDERING AND INSTALLING TRUSSES
4. TRUSS TO TRUSS CONNECTIONS TO BE PROVDED BY TRUSS
COMPANY.
& SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL
CONNECTIONS.
DRAFTING SERVICES
JOAN JAFPE, LLC
PHONE: (772) 237-7942
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PAUL WELCH INC.
MECH-ELEC-CIVIL ENG
1984 SW BILTMORE ST. #114
PORT ST LUCIE. FL 34984
PAUL H WELC. P.E. FLA
REG. No. 29945
Ff9
Date:
1' 5
2D18
SCALE:
N.T.S.
JOB No:
517-0639
R2