HomeMy WebLinkAboutBuilding plansi
Planning & Development Services Department
DO`L. �< 7 Building & Code Regulations Division
, j �� �? �f _' ' 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: LACKEY RESIDENCE
Project Address: 2790 GENTILE RD.
Permit#: 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 multi -family)
o 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 elements 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 aooly)
1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed —Partially Enclosed Open
3. Risk Category: _I X11_III IV Exposure Category: _B X C_D
4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 it
S. Mean Roof Height: 13.7 ft Roof Pitch: 7 ;12 Parapet: N/A it
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
19.3 19.3 19.3 33.6 33.6 31.8
Zone 1: _30.7 Zone 2: _53.5 Zone 3: 79.1 Zone 4: -36.4 Zone 5: _44.9 Garage: -41.5
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED
8. 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 Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cert Auth.
Paul Welch Inc.
ON PLAN 1/25/2017
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name &Address
SLCCDV Form # 020-12 Revised 3/15/12 (IS)
WINDOW/DOOR SCHEDULE
1 --
SH25 WINDOW (37'/" W X 63" H)
2 -----
(37" W X 37" H) S.H. WINDOW
3 -----
3 0 6 8 S.C. DOOR WITH SIDE LITE �IV
4 --
3 0 6 8 SOLID CORE DOOR
5 -----
16 0 7 0 OVERHEAD DOOR
A -----
3 0 6 8 INTERIOR DOOR
B
2 8 6 8 INTERIOR DOOR
C -----
6 0 6 8 BI-FOLD DOORS
D -
5 0 6 8 BI-FOLD DOORS
E
2 0 6 8 BI-FOLD DOORS
F -- -
6 0 6 8 CASED OPENING
G -----
3 0 6 8 CASED OPENING
TABULATION
LIVING
1,696 S.F.
PORCHES
494 S.F.
GARAGE/STORAGE 648 S.F.
TOTAL 2,838 S.F.
Building Permit 4
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
OwnersNa se /A61LeV
Produot.
Opening Design
prosaines
Product Reted
Design pleasure,b
Manufacturer
Model Nornbar
Product Approval
Via,
Method of Attaahmenl
windows
SEg ELtrs
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PA4T
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Mullions
-
Food Glass
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Black Glass
t
skylights
Sliding Glass Doors
AwIno Type Doers
re TELitJ`S
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I have reviewed the above componentst6r cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current. code Provisions. -
Name: PAD' WELCH p•E, Signature: ON PLAN
Design Profa I PAUL WELCH P.E. Cert, No. 29949 Date; -
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NOTES:
I 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) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014
MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2011 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FRC 301. _
T ,TNTF.T . ,Cri4ml Tr -P
l7 3- 43y/
ST. LUCIE COUN BULDING D1YIeI0\
REVIEWED FOR L \CE
REVIEWED Y
DATEew
Z a
PLANS AND P R\1IT MUST BE KEPT 0* 0B
OR NO INSPECTI N WILL BE :BADE,
iHEBE PLANK A44 A4 P QPQSE7 WOFIr
ARE RUBJIQTTip A FPI 1 GTIgNS
REOUIRRD BY Irl€LA IySHEC' d9 THAT
MAYBRNROl9d/4# I�, T6 _-
COMPttffeylA(h!Rri�. Ecooes.
SAFE
APPLIED
SAFE
APPLIED
LINTEL
L-1
L-2
L-3
L-4
LENGTH/TYPE
17'-4" 208" PRESTRESSED
4'-6" 54" U-LINTELS
5'-10" 70"RECESSED
4'.4" 52" RECESSED
GRAVITY
LOAD
1326
6133
4242
5206
GRAVITY
LOAD
250
820
680
680
UPLIFT
LOAD
520
2724
1900
2635
UPLIFT
LOAD
150
500
500
500
COMPOSITE
BEAM
81720 iB-IT
8F161B-1T
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NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCRE.E LINTEL AS NOTED ON PLANS.
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CONTRACTOR OF RECORD
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PAUL WELCH INC
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1984S.W.. 9ILTMORES7: SUITE# / /4
PORT ST. LUCX FL 3498,j
- P"0AE'(772)785-9888 EMAIL PWE'LCH/1VC@AOL.COA1
PA(:/L VM5LCF/, P. E. FL A REG NO.29945
APR 1 12N7
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GARAGES FLOOR SURFACE
1) GARAGE FLOOR SURFACES SHALL BE OFAPPROPED 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.
PLUMBING NOTES:
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-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'/." 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 2014
ENERGY CONSERVATION.
FOUNDATION SCHEDULE
F-I 16" D X 16" W (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS
F-2 12" D X 12" W (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS (STEP FTG)
NON -BEARING FOOTING WITH STEP
S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON
CLEAN COMPACTED CHEMICALLY TREATED FILL
S-2 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON
CLEAN COMPACTED FILL
(NOT TOUCHING RESIDENCE FOUNDATION)
i t Z'- 4" N D., Zf3'- 4 __..___.____.._____..___.._F
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- PAUL WELCH INC
- - MECHANICAL ELECTRICAL CIVIL EfdGANEER/NG
198,4S.W. BIL7 NOREST. SUFrE& ./ 14
PORT ST. LUCIE, FL 34984.
PHONE (7721785.9888 EMAIL PWELCf-//NCCpAOL.Com
PAUL WELCH, P.E. FLA REG NO.29945
FE 14401
MARK
I
E
ZONE 4
ZONE 5
Area ft2
+
-
+
-
1
10
33.6
-36.4
33.6
-44.9
2
15
33.5
-36.3
33.5
-44.8
3
20
33.4
-36.2
33.4
-44.6
4
25
33.3
-36.1
33.3
-44.4
5
30
33.2
-36.1
33.2
-44.2
6
35
33.1
-36.0
33.1
-44.1
7
40
33.0
-35.9
33.0
-43.9
8
45
32.9
-35.8
32.9
-43.7
9
50
32.9
-35.7
32.9
-43.5
10
110
31.8
-34.7
31.8
-41.5
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�F
SHEET NUMBER
ALUM. DRIP EDGE
2X P.T. WOOD FASCIA
q� SOFFIT
2 X 4 "X" BRACING AT RIDGE AND
6 FEET O.C. EACH SIDE OF MIDGE 2X4 LADDER FRAMING AT 12
INCHES O.C.
2 X �PRUCE OR BETTE I — GABLE END TRUSS
LATERAL BRACE AT 6 FEET O.C.
FASTENED TO 1OP OF BOTTOM STUCCO / WIRELATH /VAPOR
BARRIER /SHEATHING PER
CHORD OF TRUSSES WITH (2) - 16d —
NAILS EACH, AT GABLE END STRUCTURAL NOTE #
WSJ AND 4 TRUSSES BACK,
- 16 D COMMON NAILS AT 12" O.C.
STRAP GABLE END TRUSS WITH
"S"SON' HETA20 AT 48" O.C.
CEILING PER PLAN "
E1�D STRAP EJ BE 4"
P.T. 2 X 8 CONTINUOUS WITH
"Y BOLT OR %a" X 5'h" WEDGE
ANCHOR AT 24" O.C. WITH 2" X 2"
X 1/8" WASHERS
NOTE: PROVIDE RAKE BEAM AT
REINFORCE EACH VERTICAL VAULTED GABLE
MEMBER OF GABLE END TRUSS
WITH 2 X 4 T- BRACE WITH 16 D
NAILS AT 8 INCHES O.C.
PLAN VIEW T-BRACE
i.
t
tivrrt�p
PANEL FASTENER: #10 X 1 %z" WOOD-ZAC XG FASTENER, HEX -HEAD W/ NEOPRENE WASHER
WOODSCREW IN THE RIB OF THE PANEL, 3/16" MINIMUM PENETRATION THROUGH THE PLYWOOD.
ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED WITH SCREWS
SPACED PER BELOW:
ZONE i & 2: SCREW SPACING 16" O.C.
ZONE 3: SCREW SPACING 8" O.C.
ROOFING ATTACHMENT nts..,
PER FL# 19621.1 "KEY WEST SERIES" 5-V CRIMP
ZONE 1 & 2 DP: -7&5 PSF /// ZONE 3 DP:-189.25 PST
METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE
APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER
MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET.
UNDERLAYMENT:
UNDERLAYMENT SHALL BE TRI-BUILT ROOFING PRODUCTS FL# 160481 "TRI-BUILT S/A HT TU".
WHILE PRIMING IS OPTIONAL, TRI-BUILT RECOMMENDS PRIMING THE DECK IF THE FINAL ROOF
COVER IS NOT SLATED FOR INSTALLATION WITHIN 24 HOURS.
GABLE
�TT� DETAIL
T ♦ TT
APPLY SHEET PARALLEL TO THE ROOF EDGE. ROLL OUT APPROXIMATELY 10 FT OF MEMBRANE
GAaBLE END LE 1 f'� 1L nts...i AND PEEL BACK THE FIRST 3 FT OF RELEASE FILM,
ADHERE THE EXPOSED PART TO THE SUBSTRATE AND UNROLL THE REMAINING MEMBRANE AS
FAR AS POSSIBLE. ONCE THE ENTIRE LENGTH OF MEMBRANE IS IN PLACE, PEEL -OFF THE
RELEASE FILM DIAGONALLY WHILE HOLDING THE MEMBRANE TIGHT. FIRMLY ROLL THE
22'A' 19, MEMBRANE INTO PLACE TO ACHIEVE A BOND. HORIZONTAL SEAMS SHOULD BE MINIMUM 3-
28'-4 —_- INCHES, CONFIGURED TO SHED WATER. VERTICAL SEAMS SHOULD BE 61NCHES AND STAGGERED -
I I I I NOT LESS THAN 2-FT FROM VERTICAL SEAMS IN THE COURSE BELOW. ALL OVER -GRANULE END -
LAPS SHALL BE SEALED USING EITHER HEAT -WELDING OR HOT AIR WELDING TECHNIQUES. FOR
I I VALLEYS AND RIDGES: CUT UNDERLAYMENT INTO 4 TO 6 FOOT LENGTHS. PEEL THE RELEASE
< ¢ < < a < < < < I i PAPER AND CENTER SHEET OVER VALLEY OR RIDGE. DRAPE AND PRESS SHEET INTO PLACE,
--'--------------------_-----L--___—__—_—_—__—_----_—_---1--_ WORKING FROM THE CENTER OF THE VALLEY ORRIDGE IN EACH DIRECTION. FOR VALLEYS,
u� 1 APPLY THE SHEET STARTING AT THE LOWEST POINT AND WORK UPWARD. "
N I FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING
v THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE
MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS
0 o m m m m m m m m m m m m m m m m m m m m THROUGH THE ROOF PLANE. ALL FLASHING SHALL. BE IN ACCORDANCE WITH FLORIDA
_ — — BUILDING CODE
m
FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER
THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE
FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT
`o LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND
RIDGE JUNCTIONS.
ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH FL41962LIAND FBC 2014.
1 4 3/ 1"
26.5"
m m m m m m m mn. a a ja<CD
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M
Ww
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9 hw
EAVE
s
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20
py
C Q ` Q RIDGE
14
io d \ �,, 0 ® 3 io
BAVE s O
ROOF SHEATHING NAILING TONE nts... "A" = 5 FEET ^�
(lYPICdf. GF.NARlCItADF, PLAiI"PLANY[SW')
I I I ZONE ROOF SHEATHING ATTACHMENT REQUIREMENTS �I�I
NAILS AT 6"O.C. PERIMETER AND 6" O.C. FIELD N
to
NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD -
I I
® NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD
—
--------------- — ———————————— —————-----�--- —
i I I — — 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
I I I PER ZONE DESIGNATIONS AS SHONW ABOVE.
X 23'-4" I 3,-8„ I B,A. 6,
SHEET NUMBER
PAUL WELCHINC pF
MECHANICAL ELECMIGAL CIVIL EAfGIEgR/NG 41.
1984 S. W. B/LTMOREST, SU/TE# 114
PORTST. LUC/E, FL 54984
_ f'H0NE(772)785"9868 E/[?A/L PMELGHINCOAOL.COM
PAUL WELCH, ,P.E. FLA REGNO. 299.45 FEB 14 2017
TRUSS CONNECTOR
SCHEDULE
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPLIFT DESIGN
GEA & GEB
CONT.
200 PLF
( ) HETA 20
1810
(9)-10d X 1 1/2"
01
j 1 STRAP AT EACH END AND AT 48" O.C.
ALL OTHERS AT
CBS BEARING LESS
THAN 1800#
EACH
< 1800#
(1)- HETA 20
1810
(9)-10d X 1 1/2"
AT CBS BEARING
ALL OTHERS AT
FRAME BEARING
LESS THAN 1000#
EACH
< 1000#
(1)- MTS 16
1000
(14)-10d X 1 1/2"
AT FRAME BEARING
TRUSS COMPANY
CHAMBERS
LAYOUT DATE
1 31 2017
CUT -SHEET DATE
2 1 2017
CHAMBERS JOB# 74085
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED.
NOTES:
1 AT FRAME BEARING BEAMS USE "SIMPSON" LSTA15 WITH (12)-10d NAILS AT 48" O.C. IN LIEU OF HETA20.
TRUSS NOTES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,
AND INSTALLING TRUSSES.
4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY.
5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS.
FASCIA PER TYPICAL WALL SECTION
STUCCO OVER WIRELATH W/ 1IGA. 2"
NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8"
METAL RIB LATH @ 6" O.C. W/ (2
LAYERSOF 15# FELT OVER EACH
FRAMING MEMBER)
6" X 18" SCREEN VENTS AT 48" O.C. OR 4"
CONTINUOUS SCREEN VENT
WALL
SOFFIT DETAIL nts...
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2500 PST (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE 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: I %" SUSPENDED SLABS: 1 Ys"
6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETER$ EXCEPT AS
NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALATION OF HARDWARE IS NOT PERMITED.
9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES.
10) LNLU 3 OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH IOd 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) STUCCO CEILINGS: EXTERIOR CEILINGSTO BE STUCCO OVER WIRELATH W/
11GA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 318" METAL RIB LATH @ 6" O.C.
W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER).
14) 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 15/32" CDX PLYWOOD WITH IOD NAILS TO
STUDS @ 6" O.C. PERIMETER AND FIELD.
15) WEEP SCREEDS. A MINIMUM 0.019-INCH (0.48 MM) (NO.26 GALVANIZED SHEET
GAGE), CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL
ATTACHMENT FLANGE OF Y/2 INCHES (89 MM) SHALL BE PROVIDED AT OR
BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN
ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A
MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM)
ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER
TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER -RESISTIVE
BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH
SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP
SCREED.
HARDIE SIDING NOTES:
HARDIEPLANK AT CMU WALL:
HARDIPLANK SIDING AT CBS TO BE ATTACHED OVER TYVAK BUILDING WRAP OR 15# FELT OVER
2"X2" FURRING @ 16"O.C. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 'A" LAPS AT TOP
OF PLANK. HARDIPLANK TO BE ATTACHED WITH 8D X 2 ''/z" LONG GALVANIZED BOX NAILS
PLACED IN THE OVER -LAPPED AREA AT 8" ON CENTER VERTICALLY AND 16" ON CENTER
HORIZONTALLY INTO FURRING. FURRING TO BE ATTACHED TO CBS WALL W/'/4" TAPCONS X 1 ''/a"
EMBEDMENT AT 16" O.C. VERT.
OR
HARDIPLANK DIRECT TO CMU HARDIPLANK SIDING TO BE ATTACHED OVER TYVAK BUILDING
WRAP OR 15# FELT OVER EXISTING BRICK. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH I
VV LAPS AT TOP OF PLANK. HARDIPLANK TO BE ATTACHED WITH ET&F FASTENING SYSTEM INC
ET&F BLOCK NAIL (ET&F NO. ASM-144-125, HEAD DLA 0 30', SHANK DIA.-0/14", LENGTH = 1.25"
LONG) , OR MAX SYSTEM BLOCK NAIL (CP-C832 W7-ICC, HEAD DIA. = 0.30", SHANK DIA. = 0.15",
LENGTH = 1.3".) OR AEROSMITH BLOCK NAIL (5323HP, HEAD DIA. = 0.30", SHANK DIA = 0.1444",
LENGTH=1.25") PLACED IN THE OVER -LAPPED AREA AT 8" ON CENTER VERTICALLY AND 12" ON
CENTER HORIZONTALLY INTO BLOCK.
BOTTOM CORD OF
TRUSS
%" DRYWALL BOTH
---- '/2" DRYWALL (WALLS
SIDES (SEE ADDITIONAL
AND CLG)
NOTES FOR WALLS
ADJACENT TO SHOWER
AND TUB)
2 X 4 WD. TOP PLATE OR
1 '/" X 3 5/8" METAL
RUNNER
2X4 P.T. WD BOTT. PLATE
OR 1 %" X 3 5/8" METAL
RUNNER W/ TAPCONS
2 X 4WD STUDS @ 240
@ 24" O.C.
--
O.C.
OR 1 %" X 3 5/8" METAL
STUDS @ Z4eO.C.
CONC. FLOOR
TYPICAL INTERIOR NON-BRG.
n`„• WALL DETAIL
Y" DRYWALL (CEILING) '
(1 ROW)
8"X8" CONTINUOUS CONCRETE
BEAM BLOCKW/ (1) - #5 BAR IN
(3000 PSI) CONC. FILLED EACH CELL
8" PRECAS LINTEL W/ (.I)-#5 BAR
IN (3000 PSI) CONCRETE FILLED CELL
AT ALL DOOR AND WINDOW
OPENINGS (SEE LINTEL SCH. FOR
MORE INFORMATION)
ROUGH BLOCK - --
_77
vael��
WF
rhl
SEE TYPICAL WALL
SECTION FOR ADDITIONAL
INFORMATION
PRE-ENGINEERED ROOF
TRUSSES @ 24" O.C. MAX
SIMPSON STRAP PER
TRUSS CONNECTOR SCH.
STUCCO CEILING: ALUM. DRIP EDGE
STUCCO OVER
WIRELATH W/ I IGA. 2" '_' IX6 P.T. WD. FASCIA
NAILS W/ 3/8" 0 HEAD
@ 6" O.C. OVER 3/8" 2X4 WD. SUB -FASCIA
METAL RIB LATH @ 6
O.C. W/ (2 LAYERSOF SOFFIT PER DETAIL
15# FELT OVER EACH
FRAMING MEMBER). DOUBLE 2X12 WOOD
HEADER WITH %" CDX
PLYWOOD SPACER GLUED
AND NAILED W/ 16d NAILS
SIMPSON AC4 W/ (28)_16d AT 8" O.C. STAGGERED
NAILS EACH POST TO BOTH SIDES
HEADER (USE SIMPSON
LCE4 @ CORNER POSTS
WITH (24)-16d NAILS) P.T. 4X4 WOOD POST
SIMPSON LSTA 18 W/ (14)- SIMPSON ABU44 WITH (12)-
I Od NAILS AT CORNER 16d AND (1)- 5/8"m X 12"
POSTS (1) PER HEADER ANCHOR BOLT
/�—FINISHED GRADE
fits _ — (2500 PSI) CONC.
'zy V ; �• �• ke FOUNDATION (PER SCH)
rlfl3glz1111�1(t
TYPICAL 4X4 POST DETAIL
. nts... '.
METAL ROOFING / UNDERLAYMENT
PER ROOF ASSEMBLY NOTES ON METAL ROOFING / UNDERLAYMENT
-----•-- 19/32" CDX PLYWOOD ROOF PER ROOF ASSEMBLY NOTES ON
SHEATHING WITH 8D RING -SHANK 19/32" CDX PLYWOOD ROOF
NAILS PER DETAIL SHEATHING WITH 8D RING -SHANK
- - / NAILS PER DETAIL
PRE- ENGINEERED WOOD TRUSSES
/ @ 24" O.C.(MAX SPACING) R ; . PRE- ENGINEERED WOOD TRUSSES
fi .✓ @ 24" O.C. (MAX. SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH. "SIMPSON" STRAP PERTRUSS
h� p R-301NSULATTONN� CONNECTOR SCH.
-- METAL FLASHING (DRIP EDGE)
METAL FLASHING (DRIP EDGE)
Y:" DRYWALL (CEILING) -�
I X 6 CEDAR FASCIA OVER (I ROW)
8"X8" CONTINUOUS CONCRETE 1 X 6 CEDAR FASCIA OVER
2X4 WOOD SUB -FASCIA BEAM BLOCKW/ (1) - #5 BAR IN - 2X4 WOOD SUB -FASCIA
T STUCCO SOFFIT PER (3000 PSI) CONC. FILLED EACH CELL
SOFFIT DETAIL STUCCO SOFFIT PER
8" PRRECAS LINTEL W/ (1)-#5 BAR SOFFIT DETAIL
— #5 REBAR W/ 90 DEGR IN (3000 PSI) CONCRETE FILLED CELL
E HOOK ATALL DOOR AND WINDOW #5 REBAR W/ 90 DEGREE HOOK
OPENINGS (SEE LINTEL SCH. FOR
— ASO 1 CONCRETE BLOCK MORE INFORMATION)
„(MASONRY) _...„......_,_,._^ 8"X8"X.16" CONCRETE. BLOCK
#S VERT, REBAR IN (3 00 PSI)
(MASONRY)
`W' DRYWALL (WALL) -. :. m.
_ � -,�_ #5 VER
CONCRETE FILLED C L..L I I T. REBAR IN (3000 PSI)
i2 Ei�IZINS*-�-3" QR 24" O.C. -•.--.____; CONCRETE FILLED CELL
(SEE PLAN FUR :LOCATIONS)
fil•4-CFI CoazC Klw,Lfl) �nnj=r A (SEE PLAN FOR LOCATIONS)
)
STUCCO FINISH
Pl. FOIL INSULA'F10N -- -- •� -�----,�• STUCCO FINISH
#5 REBAR W/ 30" MIN. AP SPLICE 77#5 REBAR W✓ 30" MIN. LAP SPLICE
_ q, (2500PSI) CONC.FOUNiDATIONI`i1efif�al0k
141 ;,1e :` (2500 PSI) CONC, FOUNDATION
EE PLAN FOR SIZES AND 1 s /� 7.
I� SPECIFICATIONS pqp� @ e 12 �' SEE PLAN FOR SIZES AND
SPECIFICATIONS
":/-•rti/ - /Tl.�1+9=�dOr.ieg,::eti ,f� _-
FINISHED GRADE
PAUL. WELCHINC
MECHANICAL ELECTRICAL CIVIL EJVGINEE
1984 S. W. BILTMORE ST. SUIT # 114
- PORTST. LUCIE, FL .3498
-� _ PHONE(772)785.9888 EMAIL PWEL IIIVCLaA
` PAUL WELCH, P.E. FLA RECNO 29945
OR 112017
WUMBER
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ola Steel SMS
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wr
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31T
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alm
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O
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t"
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'Lµla11P dmerwblm bdenge rtMovc sbovm. Forbuck dlmnelm subbect i". -
Odell sash IiMghl. Fw tlesr daylgN beighl, aWwt
3 She renge Includes the steMard P WAew (3oreP2 wnfigurBtton) for the P1. Wlndow Hdgni.
"MR^ rotors w "MeeRrg nor.
For ox211 sash Wdth, SUMAK t 2-I&Sr "In the CWt dmen lon
.. '
'
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE.
MIN CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT..
EDGE
ANCHOR:.
ITW
TAPCON
1/4"
1-1/4"
2"
4"
ELCO
ULTRACON
Ile
1'1/d'
WOOD SCREW INSTALLATION NOTES:
MOIOLDIDOminlmum 5/A"Pdno dlelnn�a r•e..d .1,.r,....... a v�� ____e__
ANCHOR'
ANCHOR
`MIN.
MIN. QEARA
MIN CLEARANCE!
TYPE
SIZE
EMBEDMENT.
TOMASONRY
RY
Tb ADJACEM
.EDGE
ANCHOR:_'
IIVI
TAPCON=
7/4"
1 1/4'
2"
C
TAPCONe
3/16"
1.1/41,
3"
1-1/2'
WOO SCR INSTALLATION
NOj�t;
Moinitlln D minlmum SS/S"
Adae dhfoneo. 1"end rbsinnre. x I' n r. ennrtn...,Y
v � E[ms��,,
IN ix BUCK - I"�1 .,
INSTAL(A ION
iZ
O
fi i
c F�
1
1 U
DETAIL H "I'
1
W
DETAIL "4"
1
SUBGRADE PREPARATION: —
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 TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED.
4. PROPOSED NEW MASONRY WALL FOOTINGS SHALL BE PLACE ON UNDISTURBED EXISTING SOIL. AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR
SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL
FOOTINGS SUBGRADE SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR
WA=,yIY_����I �" THE EXISTING SOILS PER ASTM D-1557. IN —PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY
I`'� DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLING SOIL DENSITY, PRIOR TO PLACING CONCRETE,
BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO 5. SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM
1. PRIOR TO B.. - DRY UNIT DENSITY OF THE SOIL FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557.
SEAL_ THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE C A WATER RESISTANT
ED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE 6. PLACEMENT OF CONCRETE SHALL NOT COMMENCE UNTIL SUBGRADE PREPARATION REQUIREMENTS AS SPECIFIED IN THESE NOTES HAVE BEEN MET,
COATING SHALL BE APPLIED UNLESS OTHERWISE SAND CERTIFICATION OF TERMITE PROTECTION SOIL TREATMENT IS OBTAINED FROM A QUALIFIED PROVIDER
APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE
DIRECTION. ALL
IN ACCORDANCE WITH PROVISIONS OF THE FBC—RESIDENTIAL, SECTION R318.
OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPEN
INUCK INSTALLATIONS.
lJ TER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO B 7. CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILS, INSTALLED WITH LAPPED
CM WATER
JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAR
2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY.
DIAMETER BEAD OF SEALANT BETWEEN THE BUCK
3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL
AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID .BEHIND THE COMPLETELY
THRO.UGH THE
ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF
THE BUCK SHALL BE COATED WITH STUCCO CEMENT FINISH
CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF t
A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT.
OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR FILLED CELL AT JAMB BLOCK (TYP)
q: PROVIDE PAN FLASHING AT SILL SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER CMU WATER RESISTANT COATING ?
SLOPED IN A MANNER TO DIRECT WATER TO THE R (SEE WATERPROOFING NOTE #1)'
FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN.FLASHING
SHAI...L 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 ° •.'c
WINDOW /DOOR INSTALLATION. g °
AVID BACK SURFACE PRIOR TO 1x3 P.T. WOOD FIRRING ALL (3) SIDES
3 a CONTINUOUS
BUCK (OR PRE
6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THESEAL AROUND THEAST ENTIREL) WOOD TRIM
AND 11-IE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR
PERIMETER, CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE #2 ix6 P.T. WOOD BUCK �ATN SEALANT PER
WATERPROOFING NOTEI#4 AND ANCHORED TO
UHL MASONRY w/ 1—Y2" CASE HARDENED COIL
APPLY
WINDOW
D AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA. /. AMA 200=9. CONTRACTOR BETWEEPERIME ER WINDOWSEALANT
FCAULK NAILS 012" O.C. MAX. .
SHALL SUBMIT FMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. (SEE WATERPROOFING NOTE #5) SEE WATERPROOFING NOTE #6
ANCHOR DOOR JAMB HEADER TO MASONRY IN
/AI TERNATE BUCKS:
STRICT ACCORDANCE WITH MANUFACTURE'S
IN LIEU OF BUCK SIZE AS STATED ON PLANS FOR WINDOWS; SGD, ,AND SWING DOORS THE USE OF 2X4, PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, ,OR DOUBLE 1X8 IS ACCEPTABLE,
fl I_ B 8 MLLST PF -PRES�SU �E T -
ALL BUCKS4iiUST' COVE E�NTIR. DEPR T THE M. OR/WINO`eW JAW
• FOR 2X BUKS ATTACH TO CMU WALL WITH YV x 1 3/a' MINIMUM EMBEDED TAPCONS AT 4" FROM CONERS
AND 12" O.C. (TYPICAL)
EXTERIOR DOOR BUCK DETAIL
—� SC
ALE: N.T.S.
STUCCO CEMENT FINISH
FILLED CELL AT JAMB BLOCK (TYP)
CMU WATER' RESISTANT COATING I
(SEE WATERPROOFING NOTE #'1) 41
° -
STUCCO CEMENT FINISH
CORROSION RESISTANT FLASHING—� O
PER WATERPROOFING NOTE #2 ° ... ° � —1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS "FILLED CELL AT JAMB BLOCK (TYP)
t CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE #1) °
APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE #8
t °
BETWEEN BUCK'& WINDOW FRAME A..•.c
1 .o. 10 P.T. WOOD FIRRING ALL'(3) SIDES CONTINUOUS
(SEE WATERPROOFING' NOTE #5)
ANCHOR ix4 P.T. (MIN.) BUCK WITH SEALANT i
PER WATERPROOFING NOTE #4 AND ANCHORED WOOD TRIM
TO MASONRY WITH 'I—y2" CASE HARDENED COIL
NAILS 012" O.C. MAX.**
2x8 P.T. WOOD BACK WITH SEALANT' PCR
ANCHOR WINDOW FRAME TO MASONRY IN STRICT APPLY PERIMETER SEALANT CAULK WATERPROOFING NOTE #4 AND ANCHORED TO
ACCORDANCE WITH MANUFACTURE'S PRODUCT BETWEEN BUCK &WINDOW FRAME MASONRY WITH Y4"O (FH) TAPCONS ® 4" FROM END
APPROVAL INSTALLATION REQUIREMENTS.** (SEE WATERPROOFING NOTE #5) AND 12' O.C. (STAGGERED) TAPCON LENGTH TO.
NOTE; PROVIDE,1-3i" MASOR'/ EMBEDMENT..._
SEE WA'IERlr'KUUruw i-40TL #o
WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE CORROSION RESISTANT FLASHING.
Bl1Cit.. PER WATERPROOFING NOTE #2 ANCHOR DOOR JAMB NNIJ .HEADER TO 2x BUCKS IN.
STRICT ACCORDANCE ITH MANUFACTURE'S
** FOR GLASS BLOCK WINDOW PROVIDIE MINIMUM 2x4 P.T. WOOD BUCK WITH Y4'OY2" MIN. EMBED. TAPCONS AT 4" PRODUCT APPROVAL' I STALLATION REQUIREMENTS;
FROM CORNERS AND 8" O.C. ANCHORS FOR GLASS BLOCK WINDOW SHALL BE INTO THE BUCK AS PER
MANUFACTURERS SPECIFICATIONS:
_
WINDOW HirADE
R AND JAMBS TYP. BUCK DETAIL Y SLIDING GLASS DOOR BUCK DETAIL
NOTE: GLASS BLOCK BUCK SIMILAR SCALE: N.T.S. SCALE. N.T.S.
(2) #5 IN FULLY GROUTED CELLS
ADJACENT TO.GARAGE DOOR:
OPENING AS SHOWN
CONTINUOUS FOAM INTERIOR AIR FASTENERS AS REQUIRED BY WINDOW MANUFACTURER
AND WATER SEALANT PER
WATERPROOFING NOTE #6 CORROSION RESISTANT FLASHING PER WATERPROOFING
NOTE, #2
MARBLE SILL —� CAULK SEAM AT WINDOW INSTALLATION
p Q.
(SEE WATERPROOFING NOTE #5)
+' CMU. WATER RESISTANT COATING
MORTAR OR n. a
.� , (SEE WATERPROOFING NOTE #1).
GROUT , .. I
• SET SILL IN FULL MORTAR BED
STUCCO OR DECORATIVE CEMENTITIOUS COATING \
Y2 DRYWALL 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %"x3-Y2"
8" C.M.U. (S.S. 304) HILT[ KWIK BOLT 3 EXPANSION ANCHOR (OR
EQUAL) w/ 2"- SQUARE WASHER SPACED 01 O.C. MAX.'
-Y4" FURRING TO MASONRY WALL
STEEL TRACK BRACKETS TO BE FASTENED TO WOOD .
r8xa - 2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S -
SPECIFICATIONS (OR AS NOTED BELOW)
N ; PRECAST_ CONCRETE WIND RESISTANT'FLUSII OHGD TRACK BRAGI<ETS TO P.TBUCK
SILL AS MANLIFACTURERD BY CAST—CRETE
(OR EQUAL) 7' HIGH DOOR: (7) V16' x 1—%" LONG CORROSION RESISTANT
HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS:
NCRETE WINDOW SILL DETAIL OHGD BUCK DETAIL
PRECAST C(7 _ --
-- SCALE: N.T.S. SCALE: N.T.S.
r-e- V
/ "
l {
WALL FINISH / INSULATION NOTES
1) INTERIOR TO BE Ye" DRYWALL FINISH.
2) ALL INTERIOR GYPSUM BOARD TO BE MIN. 1/," THICK WITH (1.3 GAGE, 1 /8" .
LONG, 19/64" HEAD; 0.098" DIAMETER, 1'/4" LONG, ANNULAR -RINGED; 5D
COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM 30ARD
NAIL, 0.086" DIAMETER, 1 5/8" :LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR AILS
AND 12" O.C. FOR SCREWS.
3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR LASS
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 SHOWS It
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 If X 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 HALL
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.1.2 WATT PER SQUARE
CENTIMETER, EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPO ED 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 SH kLL
CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 10. 7, 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 ADI3ESIVES 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-CEIL1 NG.
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EX ED 25
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING COD 2014
/ ENERGY CONSERVATION RESIDENTIAL.
L 2)2) N / r_ )_
3) / WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR.
n INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND
SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE ITT AND MUST IF E
TESTED LISTED AND LABELED 1N ACCORDANCE WITH R402.4.3.
4) CONTRACTOR Sl IALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) D SPLAY
CARD 1N ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401-3.
MasonryMBHU , .. -
The new MBHU beam hanger provides, aface-mounted solution
for connecting beams to masonry or concrete walls. A non -welded, L--w
one-piece connector, the MBHU is su,table for solid sawn and
engineered wood beams as well as trusses. Installation is
simplified because the Titan HD®heavy-duty screw anchor and
Strong-DriveQ SOS Heavy -Duty Connector screws are included
with the hanger. Since the Titan Hq anchor is installed after the Lite"for9'/4" \
wall is built, locating the anchorinthe right spot IS easier than Mortmodels
with cast -in -place bolts. - 2Y=oilolhers ,a
MATERIAL: 10 gauge`
FINISH: Galvanized Htiz
INSTALLATION: • Use all specified fasteners (Included).. s;n
• Attach hanger to a concrete or grouted CMU wall using..."*^ ° °-
Titen HD anchors. Note the following:r:''. �-
- Drill holes using drill bits equal In diameter to
the specified Titan HD anchor.
- Holes shall be drilled V deeper than the specified
Titan HD length (i.e. 5W fora Flung Titan HD anchor) ,.
- Caution: Oversized holes in the base material will MBHU Typical MBHU I stallation
reduce or eliminate the mechanical interlock of LET yl
the threads with the base material and will reduce
the anchor's load capacity. `
•Titan HD is not recommended for exposed U
exterior applications. ;�, r ae / ix i' r( sr (•$ 7^ " �``
ts
• Provide moisture barrier between beam -' -' } _ ", t" �''
and wall per jurisdictional requirements. 1/4"x2Yz' Strong -Drive® SIDS "
CODES: See page 12 for Code Reference Key Chart, HEAVY-DUTY CONNECTOR Screw Titan HD® WxY Screw Anchor 1
Model No
Dimensions
Width
(W)
(to.)
Height
(H)
(in.)
MBHU3.56/9.25KT
34/ie
9'/a
MBHU356/1125KT
3Ad
11'/a
MBHU356/1188KT
Vie
11%
MBHU3 56/14KT
3V6
14
MBHU356/16KT 1
3°/,e
16.
MBHU3 HAWT
35/c
18
MBHU5.50/9.25KT
5%a
9'r;
MBHU5.50/11.25KT
5'fe
11'/<
MBHU550/1188KT
5'f:
11%
,M',BHU560/14KT :%
51i
14
MBHU550/161<T
MBHU550/iBKT %
`5:f
18
Dimensions ,l
Allowable Loads
Allowable Loads
(to.)
Fasteners
End of Wall/Outside Corner
Awayfrom Edge
j
DF/Slo
DF/SP
Series,
Model
Ga
CMU/
.CMU
Concrete
CMU/Concrete
Code
No,
Concrete)
Joist
Uplift'�Downloa
plift
Download..
Upldt
Download
Bet..
W
TO
8
Titan HD°d
.SDS
_
(180)
(100/
_
(160)
(100/
(160)
(100/
Anchors
Screws
1151125)
r)'1',1151125),.
115,125)
9'G to <14
11720
2440
2715
4190
2219
4005
MBHU866
10
A.
3Ys
2 3/x5
12-'/a x2'1A
17 00
2440
2715
4190
3341 i
6065
14 to 18
"'.6
j8 3pcJ
--'�"PPM1~Hx.
'1'r
zHt, r,+t�7�2`Or?,L>
4ruiW.'2
z21
9Q4+8�:,
F24
J�I9H
10
5a,
d
ufy
1
1. Uplift loads have been increased for wind or earthquake loading with no further Increase allowed; I
reduce where other toads govern.
2. Minimum CMU compressive strength f'm shall be 1500 psi and conerate compressive strength Pc shall be 2 500 psL I
3. Structural composite lumber (SCL) shall have a minimum specific gravity of 0.5.
4. Allowable loads only apply to installation on 8" nominal grouted CMU walls, with minimum one
horizontal 85 rebar located In the top course.
1. Each MBHU hanger includes 5. Products shall be installed such that the Titan HDe anchors are not exposed to the weather.'
6. Allowable loads are based upon the tested ultimate load with a safety factor of 3.
l
(2) %"x5'Titan HD®anchors and
I
>
(12)'Gx2Yd Strong-Drive®SDS
?
Heavy -Duty Connector screws.
-
i
-
i
Minimum one Minimum one Minimumone
horizontal $5 rebar 14 W horizontal /5 rebar horizontal €5 ral
loraled in top course .. 11i5'—�
ar 54w .'
'
located in top course
min. located In toDc
rs8
s
I
o
z
rC?
HD -
inch
'
anchor
77
1r
Installation at Outside Corner
Inst
illation an
(Minimum Load)
Eit
J at Wall
(Min
mum Load)
Installation Away from Edge of Wall
`
(Maximum Load)
SHEET NUMBER
PA IJL WELCH INC.
! ,
MECHANICAL ELBC7"R/CAL CIVrIL
A(G1A1EER/NG
Y9B4 s. w. B/L nwoRE sr. SUIT
# 1 14
- PORTST, LUCIE, FL 349214
4
PHOA/E(77?)785.9888 F�1?A/L PWEL
H/lVC@AOL.COp.I
PAUL LYE'LC/-/, P$; FL REG Are
. �?9945
a
APR 1 2 200
_ II
3 # 3/0 THW IN 2" C
_
ELECT. SERVICE
ELECTRICAL LOAD CALC'S
ELECTRICAL NOTES
3 # 3/0 THW IN 2' C
PER NEC
1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70)
UNDER GROUND ELECT. SERVICE
1696 S.F. @ 3 VA
5088 VA
2011
2) MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING
_...,,....
TWO 20A APPLIANCE CKTS
3000
FA
o
FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75 /o OF THE
_
•
e/
LAUNDRY
1500
PERMANENTLY INSTALLED LIGHTING
HTING FIXTURES SHALL CONTAIN ONLY
20D
120 / 240V
/ 2
O
20U
2
120 / 240V
1
DRYER
5000
HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED
TO BE HIGH-EFFACY LAMPS)
2
1�
2
RANGE
12000
3) RECESSED
MDR
200A
WH
4500
BE SEALED TO LIMIT AIR LEAKAGE BETWEEN
LIGHTING SHALL..
MDR
200A
MLC
DW
1200
CONDITIONED AND UNCONDITIONED SPACES.
MLO
WP TUB (OPTION)
1200
4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP —ARC FAULT CIRCUIT
5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE
REFRIG
1200
DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE
_
IRR. PUMP (OPTION)
1800
6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS
I
f
MISC
10000
SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
3 # 3/0, #4, 2" C1
3 # 3/0, #4, 2" C
TOTAL
46488 VA
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS, OR SIMILAR ROOMS PER
#4 CU GRND TIED
FIRST 10 KW @ 100%
10000
FBC AND NEC REQUIREMENTS.
7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-
#4 CU GRND TIED
TO BLDG STEEL, CWP
REMAINDER @ 40%
14596.2
VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS,
STEEL,
GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF
ND
AND DRIVEN GRND ROD
AN DRIVEN
AND DRIVEN GRND ROD
TOTAL
24595.2
EDGE OF ANY SINK.
•
8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL
A/C HEAT CN 100%
12000
BEDROOMS.
9) EXHAUST FANS TO BE VENTED T HR U ROOF OR SOFFIT.
36595.2 VA
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
,.
_.
TOTAL
NOTE: USE ALL COPPER WIRE.
NOTE: USE ALL COPPER WIRE.
36695.2
240 = 152 AMPS
ELECTRICAL RISER / DIST. nts.._
ELECTRICAL RISER / DIST. Ms.._
OPTION "A"
OPTION "B„
USE 200 AMP SERVICE
EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA:
°`
-
Ventilation rate.
Ventilation systems shall be designed to have the cavity to exhaust the minimum
air flow rate determined in accordance with
Table
TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND
TWO-FAMILY DWELLINGS
.,.�.
_........
L. _
^
_ /
AREA TO BE VENTILATED
VENTILATION RATES
100 cfrn intermittent; or
Kitchens
25 cfm continuous
Mechanical exhaust capacity o
Bathrooms —Toilet Rooms
50 cfm intermittent or 20 cfm
continuous
=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO bE 5ET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
JA IF MULTIPLE PLY. All
n
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
60 degrees
or less
f-- 1 /2 —s
Tag Line span approx.
REFER TO BCSI
I Truss must be set this way if crane used.
'Tmss is on exempla, your truss may not match.
Insist crane operator sets truss this way.
30' to 60' Span AL
SDreader Bar
Ling
�. Approx 2/3 to—_�
Line 1/2 of Span
REFER TO BCSI
ass must be set this way if crone used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed. A
AIIR FiA"®1_IE—=FZ N4L7TII
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
w
Carrying Girder
a3
tabs
ails.
SEA .LATES BY CHAMBERS
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 23' - 30' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DETAIL!!
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN
upset=1/4" heel=4 5/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
-
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
0?
�
I
1
— — _ —
_ — — — — — — — ` — — — — — — — — — .
,.
�
/
\♦
���----ram
`\
12
7.00
12
700
\ /
\ /
12
1
\
i
4.00 f
1
1
12
F.00
\
1
1f
I—
r
tD
If
1
1 st
!
fl
i0
1
6—
Vn
it
3
„
/ 1
'
3
i
/
±\`
upset=l/4" heel=315/16"--��
a
♦
♦\
upset=1/4" heel=3 15/16"
/
i
1
PLUMB CUT END
1
10
\\
\ \�, PLUMB CUT END-
2 x 4 Top Chord
7
2 x 4 Top Chord
f
\ WALL HEIGHT 8'
7
1
\
\ WALL HEIGHT 8'
f
k
#
\ END DETAIL: FRONT PORCH
\
f
♦
�/
\ END DETAIL: BACK PORCH
/
it
JIF
a
A
MATERIAL & LABOR TO ATTACH PIGGYBACKS
IS THE RESPONSIBILITY OF THE BUILDER.
FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF
ROOF, INJURY AND LOSS LIFE. FAILURE CAN OCCUR DURING
INSTALLATION OR LATER
B19«91`Y Ww 11r tbx Pingaa QISSEr u.D
tnuws lmrd BmcF9
e
24- MAX OC
36- MAX OC
BuAdr/imn motor«mowed, P4er bad; wr m ear
® .t "IM a'zb'xl/Y mY' W ., a matlmum
betr vIM { d t comm Be s pnot o of P199Y
e, rmr rd tap m«d or ero wad terns ra r
mu mod to, of wrm aoeten m«e of P"w9r e
am aa
ror too m«e a ere nur ra eoaed o mex:"om er
34' m rntr wI1F 2N cwYnuwa lat«W precm&
Nxxr I.w.l aedw r e.r m.e a rt
I
q" T-8` 6'-4" 30'_4"
NOTES:
* ALL CEILINGS ARE FLAT.
CLOUZSED AREAS ARE OF
// SPECIAL CONCERN & MUST BE \I
CHECKED CAREFULLY & MAY f
1 INDICATE DEVIATION FROM
♦\--PLANS.,--
* ALL BEAMS ARE BY OTHERS.
* PIGGYBACKS SHOWN OFFSET FOR CLARITY.
* BUILDER TO VERIFY ALL END DETAILS.
11 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT la SIGNED 3 RETURf
The lapel description of the property Where the trusses will be Installed Is:
7. Imaa08 wlll'b8 made In B" aCCOfdanCO 1YIth this Iruas pl,Cement dlagrem II
vrfilbh b the sole aAll om� uNorlry for determining suLxessful fabncedon of the buasea.
,3'. Unless written notloel la provided by caertl'mfied men to Dhamlbera TMae within tan
'.eye of delNery the underalgned agrees that no baokcharpea will be allowed. In the e�
such Written notice Is fumishad Chambers Tel n ,hell have three (3) bugJ�eas days In vd
to, bagln repelre required, or to oubstiMe other trussaa, e< Chambers opthTn.
¢.The undereipnad ecknowledgea receipt of "SCSI 1 at summery sheet by TPI & WiG
Sy D0 very la to job alto. It fa the buyers'responslblllry to make Na Job site suitable
delhiery. Ch,mbi s Tnrsa has the acts authority to determine me suitability of the Job site e
pdrtidn of the job she for delNery, Chambers Trues will be responsible for dump delivery of
The tiuyar la reeponisto a for eddidonal delivery expan,ea d Chambers Trues has to redell
because job site le dot prepared for del or buyer la not prepared for del Nery of trues
auyeab responalble to Chore re Truss for towing coats due to ells wndltiona. t.9;;Price ee ehowrl In paragraph 7 below Ia aubjaq to change H any changes are. matle
ihledayduL A S6o par hour fee for revlalons maybe charged by Chambers TNas.
'`q'.ihle Is a PUgCHASE ORDER to Chambare-Truss of the sum ogread to, or If
AD
illu`nent a reasonable prke. Involve will be made on delNery and paid Wlthln terma of r
oniVelivery. Involoo may be made at scheduled date of delivery B buyer cannot acts
8'$11 of fabricated trusses, The underelgned agrees to pay Chart bere.TNea easons!
ettbmeYs fee for callecdbne In event of payment not timely made. amb rs per month servh charge wgl ba addedPo, ell sums not paid wlfhln terra.
B: Slgnefure or Initleleenywhere on this sheet conatitutas egreamem to ell termahereln.
>S..In donaWeradon of Chambers Truss extending tc, for this materiel the underelgnB lnwn nTsly guanantees payment when due of any and all Indebtedness owed I
.hemben TNsa byany entity recelving metedel and the undarelpned agrees to pay suc
ndebtedness Including -*meys fees, If default In payment for metedel be made by th
eciplent.
10. In:a event of any Iltigation wnceming this agreement, the hems tumlehed hereunde
f peyIT a referred to herein, the. partlea agree that the sole venue for any such action Wd
e Stht Hide County, Florida.
)L1;Opalpn respondblllpea are par -'National Standard And Recommended Guidelines On
aeponsibllltles For Clonstruetion UsInp N$1/LPIANCA Metal Plate Connected Wood Trusses
T4-
ATED r2-)2-5 . 2002 - �'
kcU t /.. . I— r Ail~�
— 4 TITLE 2' -Z -
INultlple ply trusses must be fastened together per engineering
`*161"S they are set; failure to do so can result In roof collapse.
`6 jnporary and permanent bracing are required and can save life
wand propertyand Is the responsibility of the truss erector.
*dy the contents of the Information packet Included on delivery
5 before setting trusses.
r,Trewsmustbeastandbraced perdesignt. pLeuerltir ,g
Trusses must be pidmb and squpare
Do riot Oat bunks or stack of plywood, roofing material or any
,oer co'hcentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
U$E_ E LAYOUT DELIVERED WITH TRUSSES To SET TRUSSES
CHARIIBERS TRUSS INC
All.
3106 Oleander Avenue
Fort Plerce; Floll'Ida 34982.6423
800-551-5932
F$jt Plerce 77:2.465-2012 Fax 772486-8711
Vero Beach 772-569.2012 Stuart 772-2863302
WaI h SIII CHAMBERSTRUSS.COM
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Main Wind Force Resisting
Roofing Maternal
Metal Roof
Loading in PSI=
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
160mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean (Height
21'-01'
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
Verify DESIGN CRITERIA shown above with the
,4
building department and your engineer.
Design Criteria is the responsibility of the
Buildinci Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name;::74085
Scale: 1/4 = 1'
49 total trusses, 11 different trusses. I 0u;,,I A%,IUnUF I
MI 4: RLC ACAD: RLC Reviewed By:j&; ..1
Date: 01 /31 /17
FOR
ONE CONISTRUCTION SER. PAULWEI
DESCRIPTION: ME°H-ELE°,
1984 BI1-7M0
LACKEY PORT SHIN, LIL
wAULvvE
FLA REG I
PAGE 1 of 1 CUSTOMER INITIALS EAC
74085